1 cover sheet layout 3-25-11.pdf · 2019. 9. 20. · soffits, or similar installations are located...

SHEETS

1OF

AFM

FOR:

BY:

SHEET:

DATE:

This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

CO

NTA

CT

PE

RS

ON

:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

Inte

rnat

iona

l Hom

es o

f Ced

ar, P

O B

ox 8

86, W

oodi

nville

, WA

9807

2 3

60-6

68-8

511

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Build

ers

12-7-09

HILDENBERGER

16

DRAWING #: 709

PLO

T D

ATE

: MA

RC

H 2

5, 2

011

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

CODE

01

02

03

04

05

06

07

08

09

10

11

12

13

14

15

NO.

2

1

1

1

1

2

1

1

1

1

2

1

1

1

1

TYPE

EXT. SWING

EXT. SWING

EXT. SWING

INT. SWING

INT. SWING

INT. SWING

INT. SWING

INT. SWING

INT. SWING

POCKET

POCKET

BIPASS

BIPASS

BIPASS

SLDG GLS DR

SIZEW

3'

3'

3'

1'-6"

1'-8"

2'-6"

3'

6'

6'

2'-6"

3'

4'

4'

5'

6'

HT

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

ROUGH OPENINGW

3'-2 1/4"

3'-2 1/4"

3'-2 1/4"

1'-8"

1'-10"

2'-8"

3'-2"

6'-2 1/2"

6'-2 1/2"

5'-2"

6'-2"

3'-11"

3'-11"

4'-11"

6'-0"

H

6'-10"

6'-10"

6'-10"

6'-10 1/8"

6'-10 1/8"

6'-10 1/8"

6'-10 1/8"

6'-10 1/8"

6'-10 1/8"

6'-11 3/4"

6'-11 3/4"

6'-8"

6'-8"

6'-8"

6'-8"

REMARKS

6 RP Fir B.O.

Half Lite Fir B.O.

Basement, B.O.

Solid Core Flush Oak




By Owner

Solid Core Flush Oak, B.O.




By Owner


By Owner

CODE

1

2

3

4

5

6

7

8

9

10

11

12

13

14

NO.

2

2

5

6

3

1

1

1

1

3

2

2

2

1

SIZEWIDTH

1'-8"

2'-1"

2'-5"

2'-5"

2'-11 1/2"

2'-11"

2'-11"

4'-5"

4'-10"

4'-10"

4'-11"

5'-6"

5'-6 1/2"

7'-1 3/4"

HEIG…

3'-4"

1'-5"

3'-11"

4'-11"

1'-11 1/2"

4'-11"

4'-11"

4'-11"

2'-11"

3'-11"

3'-1 1/4"

4'-9"

4'-1/4"

4'-11 3/4"

ROUGH OPENINGWIDTH

20.75"

25.75"

29.75"

29.75"

36.00"

35.75"

35.75"

53.75"

58.75"

58.75"

59.75"

66.75"

66.50"

85.75"

HEIGHT

40.38"

17.75"

47.75"

59.75"

24.00"

59.75"

59.75"

59.75"

35.75"

47.75"

38.00"

57.75"

48.25"

59.75"

TYPE

PWG4

AWNING

CASEMENT

CASEMENT

SLIDER

CASEMENT

PICTURE

PICTURE

DOUBLE HUNG

DOUBLE CASEMENT

DOUBLE HUNG

DOUBLE HUNG

DOUBLE HUNG

BAY w/Csmt Flankers

GLASS REMARKS

(1) LEFT/(1) RIGHT

(1) SAFETY

(1) SAFETY/(2) EGRESS

(1) SAFETY

EGRESS

DOOR SCHEDULEWINDOW SCHEDULE

7"7"

2-3/4"

3-9/16"

7"

4-3/8"

7"

4-1/4"

CUSTOM HOMEFOR

4x8 WALL TIMBER4" NOMINAL

5x8 WALL TIMBER5" NOMINAL5 LAMINATIONS

2 FACES OF CEDAROR PINE

3 LAMINATIONS2 FACES OF CEDAR

OR PINE

5 LAMINATIONS2 FACES OF CEDAR

OR PINE

6" NOMINALTHERMO-LAM

POLY CORE

D-LOG6" NOMINAL3 LAMINATIONS

AVAILABLE 1. Bottom of all footings are to be placed on firm undisturbed soil with a load bearing capacity of 1500 p.s.f. or upon 18" of clean granular fill material compacted uniformly throughout its depth to 95% of its maximum density.2. All 2x wood framing members shall be H.F. #2 or better.3. All 4x wood framing members shall be D.F. #2 or better.

5. Concrete ; fc = 3000 P.S.I. 5-1/2 sack mix no special inspection required.6. Rebar : Conform to ASTM A615-68 grade 60.7. Design loads: Roof live load

Loft live load Floor live load Wind load

Seismic Design Category

====

=

40404085

C

P.S.F.P.S.F.P.S.F.M.P.H. Exposure B

Verify load paths from roof & floor bearing posts to foundation.

5) It is the Builders responsibility to keep Wall Timbers dry & under cover before & during construction. See Damp Weather Special Instructions sheet in Detail Packet sent with house.

4) Any Changes or Alterations to these blue prints without written permission relieves INTERNATIONAL HOMES OF CEDAR INC. of any and all responsibility of construction.

3) Grade requirements may vary according to soil conditions & County codes.2) This structure to be built in accordance with all Local & State building codes.

1) Builder to verify all measurements and dimensions before construction.

SPECIAL NOTES TO BUILDER

Council of American Building OfficialsBUILDING OFFICIALS AND CODE

ADMINISTRATORS INTERNATIONAL,INTERNATIONAL CONFERENCE

OF BUILDING OFFICIALSSOUTHERN BUILDING CODE

CONGRESS INTERNATIONAL, INC.

WALL TIMBERSGENERAL NOTES

4. All Glu-Lam Beams 24F-V4 DF unless otherwise noted

HOMESINTERNATIONAL

OF CEDAR OR PINE

Deck live load = 75

By Owner

OF CEDAR, INC.

Jim & Nancy

P.S.F.

HILDENBERGER

NOTE: PELLA WINDOWS BY OWNER

12-1

3-20

10A

FM

8. Insulation Values:Basement Walls; R-21Basement Ceiling; R-19 Min.Roof/Ceiling; R-50Cantilever Insulation; R-30Windows; U-.40 Min.Glass in Doors; U-.39Under Slab Insulation; R-10

9. Skylights: VeluxU=0.43SHGC=0.23V =0.25

Wall R-Value = 8.1 (1.7/inch x 4.25 inches plus .17 for exterior air film and .68 for still indoor air. WRC R-Value per inch from USDA-Wood Handbook: Wood as an Engineered Material, 1999)

10. Expanding foam to seal @ exterior windows and door

2-21

-201

1A

FM3-

21-2

011

AFM

41.0625"

Pella Doors:Code 1 = U-.12Code 2 = U-.22Code 3 = U-.19Code 15 = U-.30

R-8.33R-4.54R-5.26R-3.30

NOTED

SHEETS

2

AFM

FOR:

BY:

SHEET:

SCALE:

DATE:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

12-7-09

HILDENBERGER

16WHEN PLANS ARE ON 11" x 17" SHEETS, REDUCE SCALE BY HALF FOR PROPER DIMENSIONS.

This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

SQ

UA

RE

FE

ET:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Bui

lder

s

D-LOG CEDAR 40# OF

PLO

T D

ATE

: MA

RC

H 2

5, 2

011

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

MA

IN F

LOO

R -

1,45

6SF;

LO

FT -

916S

F: B

AS

EM

EN

T - 1

,456

SF:

DE

CK

- 42

3SF

42'-5" by 4'-11"

42'-5" by 4'-11"

42'-5" by 4'-11"

42'-5" by 4'-11"

125'-6" by 4'-9"

42'

-5" b

y4'

-11"

42'

-5" b

y4'

-11"

023'

by

6'-8

"

114'-11" by 3'-1 1/4"

013' by 6'-8"

156'

by

6'-8

"

113' by 6'-8"

113'

by

6'-8

"

134' by 6'-8"

086' by 6'-8"

051'

-8" b

y6'

-8"

114'

-11"

by

3'-1

1/4

" 104'

-10"

by

3'-1

1"

135'-6 1/2" by 4'-1/4"

013' by 6'-8"

104'

-10"

by

3'-1

1"10

4'-1

0" b

y3'

-11"

125'-6" by 4'-9"

145' by 6'-8"

073' by 6'-8"

DW

124'

by

6'-8

"

22'

-1" b

y1'

-5"

22'

-1" b

y1'

-5"

94'-10" by 2'-11"

F

RW/D

135'

-6 1

/2" b

y4'

-1/4

"

14'-1 3/4" 2'-9 9/16" 7'-8 7/16" 7'-3 13/16" 8'-7/16"

40'

16'-1

3/1

6"9'

-8 1

3/16

"10

'-2"

10'

46'

14'-3 1/4" 9'-8 3/4" 16'

16'

7'-1

0"2'

7'-8

"2'

-6"

10'

30'

3'-1/4"

4'-2

7/8

"1'

-5 3

/4"2'

-9 3

/8"

10'-1 1/16"

DINING

SUNROOMDECK

LAUNDRY

PANTRY

BATH

BEDROOM

UP

DO

WN

SA

FETY

SA

FETY

GLU-LAM STAIRSAND TREADS MAINFLOOR TO 2ND FLOOR2x HAND RAIL CONTINUOUSFROM BOTTOM RISERTO TOP RISER

NORTH

SAFE

TY

AT LEAST (1)WINDOW IN EACH BEDROOMCOMPLIES WITH SECTION R310 OF THE IRCCONCERNING EGRESS REQUIREMENTSSEE WINDOW SCHEDULE

2x6 STUDS@16"o.c.

2x6 STUDS@16"o.c.

2x6 STUDS@16"o.c.

2x6 STUDS@16"o.c.

2x6 STUDS@16"o.c.

2x6

STU

DS

@16

"o.c

.

2x4 STUDS@16"o.c.

4x8

TIM

BE

R W

ALL

EXTERIOR WALLS CEDAR D-LOGTIMBERS EXCEPT AS NOTED

NOTE: THE SPACE BETWEEN A WINDOW OR DOOR AND THE FRAMING MUST BE FILLED WITH A MATERIAL WHICH COMPLIES WITH SECTION N1102.41 OR PA304

EG

RE

SS

EGRESS

ALL EXTERIOR RAILINGHORIZONTAL CABLE TYPEBY OTHERS. 4" BETWEEN

RAILS

FAMILY ROOM

1x8 CEDAR SIDING

3

2'-5" by 3'-11"

062'-6" by 6'-8"

062'-6" by 6'-8"

102'-6" by 6'-8"

32'

-5" b

y3'

-11"

62'

-11"

by

4'-1

1"8

4'-5

" by

4'-1

1"7

2'-1

1" b

y4'

-11"

32'-5" by 3'-11"

32'-5" by 3'-11"

041'

-6" b

y6'

-8"

147'

-1 3

/4" b

y4'

-11

3/4"

32'

-5" b

y3'

-11"

096'

-0" b

y6'

-8"

14'-1 3/4" 5'-9" 4'-9" 7'-3 3/4" 8'-1/2"

3'-8

1/2

"9'

-10"

10'-2

"10

'-1/4

"

7'-3

/4"

2'-6

1/2

"3'

-11

1/4"

10'-2

"10

'

4'-5 1/4" 5'-8 3/4" 4'-5 1/4" 5'-4 3/4" 4'-2 3/4" 7'-10 1/2" 8'

7'-1

0 1/

2"1'

-7 1

/2"

14'-4

1/4

"

40'

30'

12'-3

"

2'-6

3/4

"33

'-8 1

/2"

OPEN TOBELOW

BALCONY

MASTER BDRM

MASTER BATH

CLO

SE

T

UP

CLOSET

SAFETY

FRAMED HALF WALLWITH WOOD CAP

NORTH

AT LEAST (1)WINDOW IN EACH BEDROOMCOMPLIES WITH SECTION R310 OF THE IRCCONCERNING EGRESS REQUIREMENTSSEE WINDOW SCHEDULE

EXTERIOR WALLS CEDAR D-LOGTIMBERS EXCEPT AS NOTED

2x4 STUDS@16"o.c.

2x4 STUDS@16"o.c.

2x6

STU

DS

@16

"o.c

.

4x8

TIM

BE

R W

ALL

2x6

STU

DS

@16

"o.c

.

2x6 STUDS@16"o.c.

NOTE: AN AIR BARRIER IS REQUIRED WHERE THE INSTALLATIONOF TUB, SHOWER, MANUFACTURED FIREPLACES, FRAMED

SOFFITS, OR SIMILAR INSTALLATIONS ARE LOCATED ON A WALLOR CEILING OF THE THERMAL ENVELOPE.

2x6 STUDS@16"o.c.

EG

RE

SS

EG

RE

SS

2x6 STUDS@16"o.c.

SCALE: 1/4" = 1'-0"A2 MAIN FLOOR PLAN

SCALE: 1/4" = 1'-0"A1 LOFT FLOOR PLAN

= PHONE

= DUPLEX OUTLET

= THREE WAY SWITCH

= SINGLE POLE SWITCH

ELECTRICAL SCHEDULE

= 110V SMOKE ALARM

= LIGHT FIXTURE (WALL MOUNT)

= GROUND FAULT OUTLET

= LIGHT FIXTURE (CEILING MOUNT)

= VENTILATION FAN (SIZE PER RM)

3S

TV

SA

GFI

S

DO NOT DRILL ANY HOLES IN ROOF OR LOFTBEAMS FOR ELECTRICAL WIRING.

ELECTRICAL PLAN SHOWN (OUTLETS,SWITCHES, & FANS) BY OWNER.

ALL FRAMED WALLS FINISHED WITH 1/2" SHEETROCK MATERIAL BY OWNER. IF ANOTHERFINISH IS DESIRED, 1/2" SHEET ROCK BACKINGIS REQUIRED. I.H.C. MUST BE INFORMED OFWALL FINISH TO SIZE CORRECT DOOR JAMBWIDTHS.

1X8 CEDAR BY I.H.C. ONLY AS NOTED ONPLANS WITH 1/2' SHEET ROCK BACKING BYOWNER.

DO NOT ATTACH (GLUE) MIRRORS, CERAMICTILES OR SHEET ROCK DIRECTLY TO WALLTIMBERS. FURRING STRIPS AND BACKERBOARD REQUIRED.

B.O. DENOTES MATERIAL BY OWNER.

= CABLE TV OUTLET

ABBREVIATIONS:

BLKG BLOCKINGBM BEAMB.O. BY OWNERBOW BOTTOM OF WALLBRD BOARDBSMT BASEMENTCLO CLOSETCONC CONCRETECONT CONTINUOUSDF DOUGLAS FIRDR DOOREA EACHEW EACH WAYFF FINISH FLOORFG FINISH GRADEFLR FLOORFND FOUNDATIONFOS FACE OF STUDFTG FOOTINGFURN FURNACEFZR FREEZERGAR GARAGEGFI GROUND FAULT INTERUPERGL GLASSGLB GLUE LAMINATED BEAMGLP GLUE LAMINATED POSTGWB GYPSUM WALL BOARDHDR HEADERJST JOISTMIN MINIMUMOC ON CENTEROH OVERHANGPKT POCKETPT PRESSURE TREATEDPLYWD PLYWOODP.S.F. POUNDS PER SQUARE FOOTP.S.I. POUNDS PER SQUARE INCHRM ROOMSHTHG SHEATHINGSLD/G SLIDINGTBD TO BE DETERMINEDTOP TOP OF PLATETOW TOP OF WALLTYP TYPICALUNO UNLESS NOTED OTHERWISEW/ WITHWC WATER CLOSETWH WATER HEATERWNDW WINDOW

= 2x4 FRAMED WALLS

= 2x6 FRAMED INTERIOR WALLS

WALL SCHEDULE= 5x8 CEDAR WALL TIMBERS

= 4x8 CEDAR WALL TIMBERS

= 2x6 FRAMED EXTERIOR WALLS

5-11

-201

0A

FMA

FM10

-6-2

010

AFM

10-1

8-20

10A

FM10

-29-

2010

2-21

-201

1A

FM3-

21-2

011

AFM

NOTED

SHEETS

3

AFM

FOR:

BY:

SHEET:

SCALE:

DATE:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

12-7-09

HILDENBERGER


This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

SQ

UA

RE

FE

ET:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Bui

lder

s

D-LOG CEDAR 40# OF

PLO

T D

ATE

: MA

RC

H 2

5, 2

011

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

MA

IN F

LOO

R -

1,45

6SF;

LO

FT -

916S

F: B

AS

EM

EN

T - 1

,456

SF:

DE

CK

- 42

3SF

11'

-8" b

y3'

-4"

11'

-8" b

y3'

-4"

VE

LUX

C08

VE

LUX

C08

VE

LUX

C08

VE

LUX

C08

033'

by

6'-8

"

52'-11 1/2" by 1'-11 1/2"

52'

-11

1/2"

by

1'-1

1 1/

2"5

2'-1

1 1/

2" b

y1'

-11

1/2"

11'-1

0 3/

16"

4 7/

16"

10'-9

1/1

6"3

13/1

6"5'

-9 1

/2"

16'

30'

24' 8' 8'

19'-10 5/8" 4' 16'-1 3/8" 8'-6 13/16"

35'-7

1/4

"4'

-10"

5'-6

3/4

"

46'

40'

UP

FRAMED SHEAR WALL 2x6 STUDS@16"o.c., LOCATED UNDER FLOOR JOISTS,

1/2" SHEATHING BOTH SIDES 8d NAILS4"/12" PATTERN, DOUBLE TOP PLATE,

5/8"∅ ANCHOR BOLTS@12"o.c.

6x6 POSTIN WALL

6x6 POSTIN WALL

1x8 CEDAR SIDINGONE SIDE

9'-2 1/2" IDEAL PRECASTWALLS IN BASEMENT

NORTH

NOTE: ALL BASEMENTMATERIALS BY OTHERS

4x4 POST WITHABU44 AT BASE

4x4 POST WITHABU44 AT BASE

BILCO PERMENTRY BASEMENT ENTRANCEOR EQUAL BY OWNERINSTALL PER MANUFACTURERSSPECIFICATIONS

PROPOSEDSUMP PIT

SCALE: 1/4" = 1'-0"A1 LOFT WINDOW PLAN

SCALE: 1/4" = 1'-0"A2 BASEMENT FLOOR PLAN

5-10

-10

AFM

6-2-

10A

FM

AFM

10-6

-10

12-1

3-20

10A

FM2-

21-2

011

AFM

3-21

-201

1A

FM

NOTED

SHEETS

4

AFM

FOR:

BY:

SHEET:

SCALE:

DATE:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

12-7-09

HILDENBERGER


This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

SQ

UA

RE

FE

ET:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Bui

lder

s

D-LOG CEDAR 40# OF

PLO

T D

ATE

: MA

RC

H 2

5, 2

011

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

MA

IN F

LOO

R -

1,45

6SF;

LO

FT -

916S

F: B

AS

EM

EN

T - 1

,456

SF:

DE

CK

- 42

3SF

33.7º 812

33.7º812

NOTE: ALL STAIRS & POSTSTO GROUND BY OWNER

22.6º512

18.43º 412


SCALE: 1/4" = 1'-0"B1 WEST ELEVATION

SCALE: 1/4" = 1'-0"A1 NORTH ELEVATION

10-6

-201

0A

FM10

-29-

2010

AFM

3-21

-201

1A

FM

NOTED

SHEETS

5

AFM

FOR:

BY:

SHEET:

SCALE:

DATE:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

12-7-09

HILDENBERGER


This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

SQ

UA

RE

FE

ET:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Bui

lder

s

D-LOG CEDAR 40# OF

PLO

T D

ATE

: MA

RC

H 2

5, 2

011

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

MA

IN F

LOO

R -

1,45

6SF;

LO

FT -

916S

F: B

AS

EM

EN

T - 1

,456

SF:

DE

CK

- 42

3SF

18.43º412


33-3/4º 812

18.43º412


BILCO PERMENTRY OR EQUALBASEMENT ENTRANCE B.O.

SCALE: 1/4" = 1'-0"B1 SOUTH ELEVATION

SCALE: 1/4" = 1'-0"A1 EAST ELEVATION

10-6

-201

0A

FM10

-29-

2010

AFM

12-1

3-20

10A

FM2-

21-2

011

AFM

3-21

-201

1A

FM

NOTED

SHEETS

6

AFM

FOR:

BY:

SHEET:

SCALE:

DATE:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

12-7-09

HILDENBERGER


This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

SQ

UA

RE

FE

ET:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Bui

lder

s

D-LOG CEDAR 40# OF

PLO

T D

ATE

: MA

RC

H 2

5, 2

011

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

MA

IN F

LOO

R -

1,45

6SF;

LO

FT -

916S

F: B

AS

EM

EN

T - 1

,456

SF:

DE

CK

- 42

3SF

033'

by

6'-8

"

52'-11 1/2" by 1'-11 1/2"

52'

-11

1/2"

by

1'-1

1 1/

2"5

2'-1

1 1/

2" b

y1'

-11

1/2"

40'

19'-10 5/8" 4'-1 3/8"

1'7'

-6"

7'-6

"30

'

46'

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

38'

8'

12'-3

3/4

"4

3/8"

10'-9

1/1

6"3

13/1

6"5'

-9 1

/2"

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

24' 16'

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

"15

'7'

-6"

16'-1

1/4

"29

'-10

3/4"

35'-7

1/4

"4'

-10"

5'-6

3/4

"

11'-1

0"4'

30'-2

"

5/8" SILL PLATE BOLT@24"o.c.

48

42

12 12 12

12 12 12

30

18

18

FOOTINGS: 12"DEEPx24" WIDEw/(3)#4 BARS CONTINUOUS

FOU

ND

ATIO

N W

ALL

S:

IDE

AL

PR

EC

AS

T

NOTE: ALL FOUNDATIONMATERIALS BY OWNER

NOTE: FOUNDATION DETAILS TO CONFORM TOTYNDALL ENGINEERING & DESIGN ANALYSISDATED 7-30-2010, ALONG WITH THE IDEALPRECAST DETAILS CONTAINED THEREIN.

5' STUD COLUMN

5' STUD COLUMN

WINDOW R.O.32.25" W x 23.25" H6" FROM TOW

DOOR R.O.38-1/2" W x 82-1/2" H4" FROM BOW

INTERIOR FRENCH DRAIN TO SUMP PUMPPUMP OUTSIDE TO DAYLIGHT

3'x4'x4" CONCRETE PAD ONTOP OF CONCRETE FLOOR

WINDOW R.O.32.25" W x 23.25" H6" FROM TOW

CONCRETE PAD SCHEDULE

ID

1218304248

Quantity

62111

SizeHeight0'-10"0'-10"

1'1'1'

Length1'-1/2"1'-6"2'-6"3'-6"

4'

Width1'

1'-6"2'-6"3'-6"

4'

Re Bar

SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN

SCALE: 1/4" = 1'-0"2 FOUNDATION WALL REAR

SCALE: 1/4" = 1'-0"3 FOUNDATION WALL RIGHT

SCALE: 1/4" = 1'-0"4 FOUNDATION WALL LEFT

SCALE: 1/4" = 1'-0"5 FOUNDATION WALL FRONT

3-21

-11

AFM

(3)#4 EACH WAY(4)#4 EACH WAY(6)#4 EACH WAY(6)#4 EACH WAY

1'

6-2-

10A

FM

(3)#4 EACH WAY

6-23

-10

AFM

10-6

-201

0A

FM10

-29-

2010

AFM

2-21

-201

1A

FM

NOTED

SHEETS

7

AFM

FOR:

BY:

SHEET:

SCALE:

DATE:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

12-7-09

HILDENBERGER


This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

SQ

UA

RE

FE

ET:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Bui

lder

s

D-LOG CEDAR 40# OF

PLO

T D

ATE

: MA

RC

H 2

5, 2

011

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

MA

IN F

LOO

R -

1,45

6SF;

LO

FT -

916S

F: B

AS

EM

EN

T - 1

,456

SF:

DE

CK

- 42

3SF

19'-10 13/16" 20'-1 3/16"

19'-7 1/8" 3'-8 1/4" 16'-3 3/16"

16'

12'-6

1/4

"10

'-6 1

/8"

6'-6

3/1

6"

16'-1

3/1

6"29

'-10

13/1

6"

F4

B1

F1

F2

F3

D4

D1

D5

D2

D6

D3

F6

11-7/8" TJI230 JOISTS@16"o.c.

DOUBLE TJI230 JOISTSP.

T. 2

x8 D

EC

K J

OIS

TS@

16"o

.c.

P.T.

2x1

0 R

IM J

OIS

T

P.T.

2x8

LE

DG

ER

P.T.

2x8

LE

DG

ER

P.T. 2x10 RIM JOIST

P.T.

2x8

RIM

BO

AR

DS

P.T.

2x6

LE

DG

ER

P.T.

2x6

JO

ISTS

P.T. 2x8 RIMBOARDS

P.T. 2x6 LEDGER

P.T. 2x6 JOISTS

NOTE: ALL DECK MATERIALS BY OTHERSNOTE: ALL MAIN FLOOR MATERIALS BY OTHERS

DOUBLE TJI230 JOISTS

WOOD BEAMS MAIN FLOOR

ID

B1F1F2F3F4F5F6

SizeWidth

0'-5 1/8"0'-5 1/8"0'-5 1/8"0'-5 1/8"0'-5 1/8"0'-5 1/8"0'-3 1/2"

Height0'-9"

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

1'1'-4 1/2"

0'-9"0'-11 7/8"

Length73.42"

236.60"232.03"231.84"146.58"184.00"141.69"

W/D

F5

4' 4' 4' 4' 3'-10 1/8"

2'-4 3/16" 2'-11 7/8" 4'

6'-3

1/4

"30

'

12'-2

1/2

"17

'-8 5

/16"

12'-4

3/1

6"11

'-5 5

/16"

6'-3

"

L8

L6

L5

L7 L4 L3 L2 L1

L HDR 1

L10 L11

L13

L12

9-1/

2" T

JI-1

10 J

OIS

TS@

16"o

.c.

SAFE

TY

LOFT FLOOR BEAM SCHEDULE

ID

L1L2L3L4L5L6L7L8

L10L11L12L13

L HDR 1

SizeWidth

0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-5 1/8"0'-5 1/8"0'-3 1/8"0'-5 1/8"0'-5 1/8"0'-5 1/8"0'-3 1/8"0'-1 3/4"0'-3 1/8"

Height0'-9"0'-9"0'-9"0'-9"

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

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

0'-10 1/2"0'-9 1/2"

1'

Length145.10"145.10"145.10"145.10"235.69"147.03"161.07"209.13"196.49"196.49"58.40"

165.31"56.86"

DECK BEAM SCHEDULE

ID

D1D2D3D4D5D6

SizeWidth

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

Height0'-9 1/4"0'-9 1/4"0'-9 1/4"0'-9 1/4"0'-9 1/4"0'-9 1/4"

Length100.00"88.00"97.08"

100.00"88.00"97.09"

SCALE: 1/4" = 1'-0"A1 MAIN FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0"A2 LOFT FLOOR FRAMING PLAN

5-10

-10

AFM

2-21

-201

1A

FM3-

21-2

011

AFM

NOTED

SHEETS

8

AFM

FOR:

BY:

SHEET:

SCALE:

DATE:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

12-7-09

HILDENBERGER


This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

SQ

UA

RE

FE

ET:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Bui

lder

s

D-LOG CEDAR 40# OF

PLO

T D

ATE

: MA

RC

H 2

5, 2

011

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

MA

IN F

LOO

R -

1,45

6SF;

LO

FT -

916S

F: B

AS

EM

EN

T - 1

,456

SF:

DE

CK

- 42

3SF

211

211

211

211

211

2'4'

-4 3

/4"

1'-2

"2'-5

1/4

"2'

-5 1

/4"1'

-2" 2'

-10

3/4"

1'-6

"5'

4'-1

0"5'

-2"

5'5'

5'1'

-6"

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

2' 4'-8" 3'-4" 3'-4" 4'-8" 2'

5'-2

"5'

5'5'

3'-8

3/4

"1'

-4"

2' 18'-5 3/16" 1'-1 3/4"2'-2 3/4" 2'-2 3/4"

1'-1 3/4" 14'-9 7/8" 2'

P3

P1

P7 P5

R3 R7

R2 R6

R1 R5

R4

R12

P6

P2 P4

P8

R8

R9

R17 R16 R18

R11 R13

R14 R15

R10

VE

LUX

C08

VE

LUX

C08

VE

LUX

C08

VE

LUX

C08

VE

LUX

C08

VE

LUX

VS

101

VE

LUX

VS

101

ROOF PURLIN SCHEDULE

ID

P1P2P3P4P5P6P7P8R1R2R3R4R5R6R7R8R9

R10R11R12R13R14R15R16R17R18

SizeWidth

0'-3 1/2"0'-3 1/2"0'-3 1/2"0'-3 1/2"0'-3 1/2"0'-3 1/2"0'-3 1/2"0'-3 1/2"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"0'-3 1/8"

Height0'-5 1/2"0'-5 1/2"0'-5 1/2"0'-5 1/2"0'-5 1/2"0'-5 1/2"0'-5 1/2"0'-5 1/2"

1'-3"1'-3"1'-3"

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

0'-7 1/2"0'-9"

0'-10 1/2"0'-9"0'-9"0'-9"

0'-10 1/2"0'-10 1/2"0'-10 1/2"

Length51.58"51.58"51.58"56.73"58.15"58.15"58.17"51.75"

260.16"260.16"260.16"260.16"261.52"261.52"261.52"261.52"264.34"71.43"

173.36"219.24"173.18"133.31"101.06"213.00"213.16"213.00"

SCALE: 1/4" = 1'-0"A2 MAIN ROOF FRAMING PLAN

2-21

-201

1A

FM

NOTED

SHEETS

9

AFM

FOR:

BY:

SHEET:

SCALE:

DATE:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

12-7-09

HILDENBERGER


This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

SQ

UA

RE

FE

ET:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Bui

lder

s

D-LOG CEDAR 40# OF

PLO

T D

ATE

: MA

RC

H 2

5, 2

011

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

MA

IN F

LOO

R -

1,45

6SF;

LO

FT -

916S

F: B

AS

EM

EN

T - 1

,456

SF:

DE

CK

- 42

3SF

3 3/

4"

7" RIGID INSULATION w/1-1/2"x7-1/4"FURRING STRIPS @ 24"o.c.

NO INSULATIONAT OVERHANGS

2x6 T&G DECKINGw/15# FELT OVER

STANDING SEAMMETAL ROOFINGOVER 30# FELT B.O.

2x6/2x12 BARGE

D-LOG CEDAR WALL TIMBERw/(2)1/8" BEADS OF WOOD ADHESIVE3M #5200 BETWEEN T&G

VELUX VS-C08SKYLIGHTS


FRAMED HALF WALLWITH WOOD CAP

GLU-LAM BEAMPER PLAN

ROOF PURLINSPER PLAN

1x MATERIAL ATTACHEDTO BOTTOM OF STAIRTREAD

OP

EN

ING

1/2" PARTICLE BOARD2x6 T&G DECKING

3/4" T&G SUBFLOOR

INTERIOR & EXTERIOR- FRENCH DRAINTO SUMP PUMP OUT TO DAYLIGHT; SEEDETAIL 1 PAGE 11

R-21

6" MINIMUM 1/2" CLEAN CRUSHED STONEPER IDEAL FOUNDATION SPECS

R-19 FIBERGLASS

R-10 STYROFOAM INSULATIONUNDER SLAB

-9'-10"-1 BASEMENT/C.S.

±0"1 MAIN FLOOR

+9'2 LOFT FLOOR

+24'-3 1/2"3 ROOF

SCALE: 1/4" = 1'-0"A1 SECTION

6-23

-10

AFM

10-6

-201

0A

FM2-

21-2

011

AFM

3-21

-201

1A

FM

NOTED

SHEETS

10

AFM

FOR:

BY:

SHEET:

SCALE:

DATE:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

12-7-09

HILDENBERGER


This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

SQ

UA

RE

FE

ET:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Bui

lder

s

D-LOG CEDAR 40# OF

PLO

T D

ATE

: MA

RC

H 2

5, 2

011

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

MA

IN F

LOO

R -

1,45

6SF;

LO

FT -

916S

F: B

AS

EM

EN

T - 1

,456

SF:

DE

CK

- 42

3SF

6'-8

"

4'-6

15/

16"

10"

7 11

/16"

10"

7 3/

8"3

13/1

6"

GLU-LAM STAIRS

7" RIGID INSULATION w/1-1/2"x7-1/4"FURRING STRIPS @ 24"o.c.


2x6 T&G DECKINGw/15# FELT OVER

STANDING SEAMMETAL ROOFINGOVER 30# FELT B.O.

2x10 FASCIA

D-LOG CEDAR WALL TIMBERw/(2)1/8" BEADS OF WOOD ADHESIVE

3M #5200 BETWEEN T&G

VELUX VS-C08SKYLIGHTS


ROOF PURLINSPER PLAN

CLOSED RISERS


R-30 CLOSED CELL INSULATIONIN CANTILEVERED FLOOR SECTION3/4" SHEATHING w/1x6 PINE SOFFIT

INTERIOR & EXTERIOR - FRENCH DRAINTO SUMP PUMP OUT TO DAYLIGHT; SEEDETAIL 1 PAGE 11

R-21

6" MINIMUM 1/2" CLEAN CRUSHED STONEPER IDEAL FOUNDATION SPECS

R-19 FIBERGLASS

R-10 STYROFOAM INSULATIONUNDER SLAB

R-21IDEAL WALL

-9'-10 1/8"-1 BASEMENT/C.S.

±0"1 MAIN FLOOR

+9'2 LOFT FLOOR

+24'-3 9/16"3 ROOF

SCALE: 1/4" = 1'-0"A1 SECTION

6-23

-10

AFM

10-6

-201

0A

FM2-

21-2

011

AFM

3-21

-201

1A

FM

NOTED

SHEETS

11OF

AFM

FOR:

BY:

SHEET:

SCALE:

DATE:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

12-7-09

HILDENBERGER


This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

SQ

UA

RE

FE

ET:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Bui

lder

s

MA

RC

H 2

5, 2

011

PLO

T D

ATE

:

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

MAI

N FL

OOR

- 1,4

56SF

; LOF

T - 9

16SF

: BAS

EMEN

T - 1

,456

SF: D

ECK

- 423

SF

D-LOG CEDAR 40#

2x6 T&G LOFT DECKING

2x6 T&G ROOF DECKING

ACROSS TOP PLATEST2122 STRAP TIE

EACH PURLIN

(2)2x UNDER EACH PURLIN FOR 3 1/8" GLU-LAMS

w/2x EACH SIDE

PURLIN SIZE PER PLAN

PER PLANGLU-LAM



w/2x EACH SIDE(3)2x UNDER EACH PURLIN FOR 5 1/8" GLU-LAMS

5x8 STUB WALL TIMBERS

2x4 2x6(ANGLE NAILS UP @ 45°)

2x4 WALL 2x6 WALL

1x FILLER

WALL TIMBERS

2x6 END CAP

EVERY OTHER TIMBERCENTER NAIL IN 1/8"Øx1" SLOT

FILL BY BUILDER1X TRIM

1-1/2"x7-1/4" CONT. @ END OF STRIPS

1-1/2"x7-1/4" FURRING STRIPS @ 16"o.c.

OVER 30# FELT PAPERBY OWNER

METAL ROOFING

w/8d @ 6"/12"15/32" SHEATHING

NO INSULATION @ OVERHANGS

METAL RIDGE CAP

7" URETHANE INSULATION

NO INSULATION @ OVERHANGS

2x10

CE

DA

R F

AS

CIA

1-1/2"x7-1/4" TO BOX SHEATHING

WA

LL T

IMB

ER

(2)1

6d E

AC

H B

EA

RIN

G P

OIN

T

RID

GE

BE

AM

PU

RLI

NS

WA

LL T

IMB

ER

PU

RLI

NS

1-1/2"x7-1/4" BLOCKING @ WALL

(FELT PAPER NOT SHOWN)w/15# FELT PAPER OVER2x6 T&G ROOF BOARDS

3" NOTCH INTO

ST2122 TIE STRAPS

LARGER BEAM

GLU-LAMPER PLAN

WALL CASING1/2x1-1/2

GLU-LAMPER PLAN

@ BM SPLICES

4x8 CEDAR WALL TIMBERS

ADHESIVE 3M #5200 BETWEEN T&Gw/(2)1/8" BEADS OF WOOD

ST2122 TIE STRAPS

GLU-LAMPER PLAN

WALL CASING1/2x1-1/2

GLU-LAMPER PLAN

@ BM SPLICES

4x8 CEDAR WALL TIMBERS

ADHESIVE 3M #5200 BETWEEN T&Gw/(2)1/8" BEADS OF WOOD

BEAM SPLICESUPPORT PLATE

W/(2)1/2"∅x3" LAGS

INTO SUPPORT

TWO NAILSPER COURSE

(2)16d COMMON ORBOX NAILS

SPLICES ONLY OVER BEAMS 9'-2

1/2

"

4"

6 TO 10" STONE COMPACTEDUNDER FOUNDATION, WALLS, AND

BASEMENT SLAB 4" ACTIVE FILTERED DRAIN TILETO DAYLIGHT OR SUMP-PUMPLOCATED 1' FROM WALL EDGE

Concrete Floor By Others

DAMP PROOFING AS REQUIRED PERLOCAL CODE ENFORCEMENT OFFICE

INSULATION BOARD ON FOUNDATION TOGRADE, SUGGESTED PRIOR TO BACKFILLING

5/8" Sill Plate Bolt@24"o.c. B.O.

D.F. STARTER STRIP w/(2)1/4" BEADSOF WOOD ADHESIVE 3M #5200 UNDER

& FASTENED w/#10x3-1/2" SCREWSAT 8"o.c. (OFFSET)

D-LOG CEDAR WALL TIMBERSw/(2)1/8" BEADS OF WOOD

ADHESIVE 3M #5200 BETWEEN T&G

1/2" SHEATHING, FASTENED TORIM JOIST WITH (2) ROWS 8d NAILSAT 8"o.c., FASTENED TO MUDSILL

WITH (1) ROW 16d NAILS AT 4"o.c.

TJI SOLID BLOCKING

11-7/8" TJI JOISTS@16"o.c.

3/4" OSB SHEATHING

101/4"

TJI RIM JOIST

LTP4Z@24"o.c.BETWEEN MUDSILL

AND RIM JOIST

IDEA

L PR

ECAS

TW

ALL

SYST

EM

INTERIOR FRENCH DRAIN TO SUMP PUMPPUMP OUTSIDE TO DAYLIGHT

2" STYROFOAM INSULATIONUNDER SLAB

P.T.2x12 SILL PLATE

TERMITEBARRIER

SCALE: 1/4" = 1'-0"3 FRAMED SEAT DETAIL

SCALE: 1/4" = 1'-0"4 FRAMED WALL TO JOINT DETAILSCALE: 3" = 1'-0"6 INTERIOR TRIM DETAIL

SCALE: 1/4" = 1'-0"7 METAL ROOFING DETAILSCALE: 1 1/2"= 1'-0"2 PURLIN SPLICE DETAIL

SCALE: 1/4" = 1'-0"5 ROOF BOARD NAILING DETAIL

SCALE: 1/2" = 1'-0"1 IDEAL PRECAST WALL FOUNDATION DETAIL

2-21

-201

1A

FM

NOTED

SHEETS

12

AFM

FOR:

BY:

SHEET:

SCALE:

DATE:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

12-7-09

HILDENBERGER


This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

SQ

UA

RE

FE

ET:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Bui

lder

s

D-LOG CEDAR 40# OF

PLO

T D

ATE

: MA

RC

H 2

5, 2

011

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

MA

IN F

LOO

R -

1,45

6SF;

LO

FT -

916S

F: B

AS

EM

EN

T - 1

,456

SF:

DE

CK

- 42

3SF

2X6 ROOF DECKING OR LOFT DECKING

DRILL TIMBERS FOR WIRE

ROUTE WALL TIMBERS TO RECEIVE WIRES

WALL SWITCH BOX

DOOR JAMB & CASING

METAL STRAP BY OWNERROUTE DECKING TO RECEIVE WIRES

CEILING LIGHT FIXTURE(DO NOT DRILL THROUGHLOFT OR PURLIN BEAMS)

WALL OUTLET

D-LOG WALL TIMBERS

1x WINDOW LINER

VINYL WINDOW

1x4 WINDOW TRIM

CAULK

EASED @ WINDOW NAILING FIN1x4 WINDOW TRIM

2x WINDOW BUCK

1x3 WINDOW TRIM

2x WINDOW BUCK

D-LOG WALL TIMBERS

EXTEND BUCK 1/8" PAST WALL

VINYL WINDOW

1x4 WINDOW TRIM

2x STUD WALL

INTERSECTING WALLFRAME @ TIMBER WALL

TOE-NAIL @ 45° UP. DO NOTFRAME TO TOP OF CEDAR

ALLOW 1 1/2" @ TOP

FINISHED WALL MATERIAL

2x STUD WALL

BY OWNER

5x8 WALL TIMBERS

2x BLOCKING

USED TO SUPPORT HEAVYCONCENTRATED LOADS

BEARING CORNER

MIN. 24" LONG

TYPICAL CORNER

DBL. STUDOR POST FINISHED WALL MATERIAL

BY OWNER

2x LAMINATED POST

BEAM INTERSECTION

FINISHED WALL MATERIALPURLIN ABOVELOFT BEAM OR

BY OWNER

EVERY OTHER TIMBERCENTER NAIL IN 1/8"∅x1" SLOT

PURLIN WEDGE DETAIL

PURLIN WEDGE

PURLIN

VARIESROOF PITCH. NAIL w/16dPURLIN WEDGE TO MATCH

CAULKINGEXTERIOR EA. SIDE

L70 ANGLES @

GALV. @ 8" O.C.

PURLIN

PURLINWEDGE

TYP.(2)16d

DECKING2x6 T&G

1x4 CASING

BUCK

CAULK BEHINDWINDOW FRAME

EXTERIOR

WINDOW FRAMEINSULATED GLASS

(ANGLE NAIL DOWN)

(2) BEADS OF CAULKING

DOOR JAMB

CEDAR WINDOW LINER

SPRAY FOAM INSULATIONAROUND PERIMETEROF WINDOW

EVERY OTHER TIMBER

CENTER NAIL IN1/8"Øx1" SLOT

1x3 CASING

INTERIOR

DOOR

SPRAY FOAM AROUND PERIMETEROF EXTERIOR DOORS ONLY

D-LOG WALL TIMBERS

EVERY OTHER TIMBER

CENTER NAIL IN1/8"Øx1" SLOT

(2) 16d THRU SPLICE BLOCKINTO TIMBERS, ALTERNATINGDIRECTIONS, START BY NAILING

INTERSECTING TIMBER WALLSPLICE JOINTS OR

INTO LONGEST TIMBER

STARTER STRIPSUBFLOOR BOTTOM ROWLONGEST OF2 TIMBERS

BEADS OF WOOD ADHESIVE 3M #5200UNDER & FASTENED w/#10x3-1/2"

TJI BLOCKING

TJI RIM JOIST

1x8 CEDAR BASE SKIRT

5/8"x10" ANCHOR BOLTS @ 24" O.C.w/7" EMBEDMENT. UNLESS NOTEDOTHERWISE ON THE DRAWING.

2x6 PRESSURE TREATED MUD SILL

BY OWNER

3/4" T&G PLYWOOD

(2) 1/8"Ø BEADS OF

#10x3-1/2" SCREWSPRE-DRILL @ USE

WOOD ADHESIVE

SCREWS @ 8"o.c.(OFFSET)

FIR STARTER STRIP w/(2)1/4"Ø

ANGLE DOWN @ APPROX. 45°NAILED w/ 12d GALV.BEADS OF WOOD ADHESIVE ANDFIR #2 END CAP w/(2) 1/4"Ø

STUB JOINTS AND OPENINGSSHOULDERS AND AROUND ALLOF WOOD ADHESIVE ON BOTHUSE CONTINUOUS 1/8"Ø BEADS

D-LOG WALL TIMBERS

1/2" SHEATHING

x2 1/8" CEDAR TRIM167 "

SCALE: 1/2" = 1'-0"1 TYPICAL ELECTRICAL DETAIL

SCALE: 1/4" = 1'-0"6 WINDOWS IN D-LOG DETAIL

SCALE: 1/4" = 1'-0"5 FRAMED WALL DETAILSCALE: 1/4" = 1'-0"7 PURLIN DETAIL

SCALE: 1/4" = 1'-0"2 DOOR AND WINDOW IN D-LOG DETAIL

SCALE: 1/4" = 1'-0"3 SPLICE JOINT STABILIZATION DETAIL

SCALE: 1/4" = 1'-0"4 STUB WALL JOINT DETAIL

NOTED

SHEETS

13

AFM

FOR:

BY:

SHEET:

SCALE:

DATE:

MAT

ER

IAL

LIS

TB

YR

EV

ISIO

NS

BY

HO

ME

SIN

TER

NAT

ION

AL

OF

CE

DA

R, I

NC

.

12-7-09

HILDENBERGER


This

dra

win

g is

the

prop

erty

of I

NTE

RN

ATIO

NA

L H

OM

ES

OF

CE

DA

R, I

NC

. U

naut

horiz

ed U

se P

rohi

bite

d

SQ

UA

RE

FE

ET:

FOR

:

DE

ALE

R:

AD

DR

ES

S:

HIL

DE

NB

ER

GE

R

Brid

lew

ood

Bui

lder

s

D-LOG CEDAR 40# OF

PLO

T D

ATE

: MA

RC

H 2

5, 2

011

3023

WIN

DIN

G R

OAD

, HEL

LER

TOW

N, P

A 18

938

MA

IN F

LOO

R -

1,45

6SF;

LO

FT -

916S

F: B

AS

EM

EN

T - 1

,456

SF:

DE

CK

- 42

3SF

SPRAY FOAM @RIDGE VOID

1/2x1-1/2WALL CASING

INTERIOR

RIDGE BEAM

EXTERIOR

2x6 T&G DECKING

RIGID INSULATIONFURRING

RIDGE OVER HANG

2x6 T&G DECKING

2x6 & 2x12

(TOP OF 2x12IS FLUSH WITHTOP OF SHEATHING)

BARGE BOARDS

RIDGE BEAM

SPRAY FOAM @

PURLIN WEDGE @

ROOF BOARD VOID FURRING

SPAN:

(2) VERTICAL &(1) FLAT HEADER

DOORROUGH

OPENING

4'-0" ~ 5'-0"

6'-0" ~ 8'-0"

(2) FLAT HEADERS

0 ~ 3'-0"(1) FLAT HEADER

42"

4x GIRDER

P.T.4x/6x POST BY OWNER

POST TO BEAM CLIP

**DECK MATERIAL BY OTHERS**

SCREWS @ 8"o.c.(OFFSET)

3/4" T&G PLYWOOD

FOUNDATION WALL

11-7/8" TJI-230 JOISTS@16"o.c.LUS28Z HANGER

DECKING

2x DECK JOIST

5x8 CEDAR WALL TIMBERSw/(2)1/8"Ø BEADS OF WOODADHESIVE BETWEEN T&G

UNDER & FASTENED w/#10x3-1/2"BEADS OF WOOD ADHESIVE 3M #5200

D.F. STARTER STRIP W/(2) 1/4"Ø

BY OWNER

2x DECK RIM JOIST

@ 5" O.C. MAX.2x2 BALUSTERS

2x6 TOP RAIL

P.T.2x LEDGER

HANDRAIL PER IRC R311.7.7

2x2 BALUSTERS@5"o.c.

GLU-LAM STAIRS

**STAIR RAIL DETAIL**

10"

7 3/

8"

10"

3 13

/16"

7 11

/16"

3'

HANDRAIL PER IRC R311.7.7

2x2 BALUSTERS@5"o.c.

GLU-LAM STAIRS

**STAIR DETAIL**


3-1/8"x10-1/2"GLU-LAM TREADS

3-1/8"x12"GLU-LAMSTRINGERS

2x12STRINGERS

2x12TREADSCUT ON SITE

3/4" PLYKICKPLATE

SCALE: 1/4" = 1'-0"1 RIDGE FOAM DETAIL

SCALE: 1/4" = 1'-0"2 NON-BEARING HEADER DETAILSCALE: 1/2" = 1'-0"3 GUARDRAIL DETAIL

SCALE: 1/2" = 1'-0"4 STAIR DETAILS

10-6

-201

0A

FM

1 cover sheet layout 3-25-11.pdf · 2019. 9. 20. · soffits, or similar installations are located...

Documents