FG Construction Documents 03-005

7/28/2019 FG Construction Documents 03-005

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16 R UP

14R DN

A-01-12Right

A-01-1

A-01-2

A-01-2

1Rear

2

Left

1Front

"R-CONTROL" SIP WALL

UN-INSULATED, STICKBUILT WALL OR INTPARTITION

LOAD BEARINGPARTITION

NOTE:

DIMENSIONS TO EXTERIOR SIPWALLS REFERENCE OUTSIDE FACEOF SHETAHING.

DIMENSIONS TO EXTERIOR GARAGEWALLS REFERENCE OUTSIDE FACEOF STUD.

DIMENSIONS TO INTERIORPARTITIONS REFERENCE CENTEROF 2x4 OR 2x6 STUD.

WALL LEGEND

34'-0"

34' - 0"

R E F

DW

LIVING

DINING

KITCHEN

BATH 1

ENTRY

4x6 POST4x6 POST

DBL 1 3/4"x16" LVL ABOVE(OR AS REQ)

DBL 1 3/4"x16" LVLABOVE (OR AS REQ)

4x6 POST

20' - 8 3/4"

17'-111/2"

14'-111/2"

4x6 POST

D B L 1 3 / 4 " x 1

6 " L V L A B O V E

( O R A S R E Q )

CL

TOP OF SUB FLREL = 0'-0"

2-6x7-0

2-6x7-0

2

8'-33/4"

7'-111/4" 1

'-81/2"

1'-101/2"

6' - 4 1/2"

3' - 7 1/2"

3' - 8"

3

P A N T R Y

1A-03-1

3 2

D E S K

34' - 0"

34'-0"

2' - 6 1/2" 5' - 9 1/2" 8' - 9" 6' - 10"

4'-7"

16'-4"

3'-0"

7' - 7" 18' - 10" 7' - 7"

2 - 6 x 7 - 0

1 1

1

1

1

1

OVERALL R.O.

10' - 1"

OVERALLR.O.

10'-1"

DECK

18'-6"

15'-6"

CL CL

15'-6"

18'-6"

DECK CONSTRUCTION: (TOP DOWN)- COMPOSITE DECKING- 2x8 PT JOISTS @ 16" O/C (OR AS REQ)

FNDWALLTOOUTSIDE FACEOFFRAMING

12'-0"

1' - 0"32' - 0"

1' - 0"

1

1

1

2'-01/2"

3'-10"

4'-81/4"

7'-6"

5'-5"

D

3-0x7-0STEEL

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

NOTES:

REVISION SCHEDULE:

348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129

COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVE

www.FreeGreen.com

FREE GREEN

1/4" = 1'-

A-02-2

ENTRY LEVEL FLOORPLAN

09-0

MODERN CUBE

06 APRIL, 200

BU,

D = COMBINA TION SMOKE & CARBON MONOXIDE DETDETECTORS SHALL BE INSTALLED OUTSIDE EACHSEPARATE SLEEPING AREA IN THE IMMEDIATE VICBEDROOMS AND ON EACH STORY OF THE DWELLININCLUDING BASEMENTS. ALL DETECTORS SHALLCONNECTED TO A SOUNDING DEVICE OR OTHERDETECTORS TO PROVIDE AN ALARM AUDIBLE IN ASLEEPING AREAS. AL L DETECTORS SHALL BE APPAND LISTED AND SHALL BE INSTALLED IN ACCORWITH MANUFACTURER'S INSTRUCTIONS.

No. Description Date

FLOOR TO FLOOR HEIGHTS WILL VARY BASED ON DEFLOOR FRAMING AS DETERMINED BY STRUCTURALENGINEER. STAIR RISERS MUST NOT EXCEED 7 3/4", TREADS MUST NOT BE LESS THAN 10" AS PER IRC 200WALL MOUNT STAIR RAIL. MAX PROJECTION MUST EXCEED 4 1/2" FROM FACE OF FINISH WALL AS PER IR

1 STEPS OR RAMP TO GRADE AS REQ PER SITE CONDITMINIMUM 3'-0" LANDING REQUIRED AT ALL ENTRY WPORCHES, BALCONIES OR RAISED FLOOR SURFACES MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOHAVE GUARDS NOT LESS THAN 36" IN HEIGHT.

2

3

1/4" = 1'-0"1 ENTRY LEVEL FLOOR PLAN

3 BEDROOM


9/27

16 R DN

A-01-12Right

A-01-1

A-01-2

A-01-2

1Rear

2

Left

1Front

W D

34'-0"

BATH 2

MASTERBATH

BED 1BED 2

MASTER BED

CL

CL

L I N E N

4x6 POST

4x6 POST4x6 POST DBL 1 3/4"x16"

LVL ABOVE(OR AS REQ)

DBL 1 3/4"x16"LVL ABOVE

(OR AS REQ)

20' - 8 3/4"

12' - 2 1/4"

17'-111/2"

14'-111/2"

EGRESS

EGRESS EGRESS

TEMPERED/ OBSCURE

2'-41/2"

2'-41/2"

2'-41/2"

1'-0"

5'-51/2"

6'-11/2"

16' - 0 1/4" 3' - 8"3' - 10 1/2"

5' - 9 3/4"3' - 5 1/2"3' - 3"3' - 10"

16' - 6 3/4"

3

2

1A-03-1

34' - 0"

4

4

T E M P E R E D /

O B S C U R E

2 - 6 x 7 - 0

2 - 6 x 7 - 0

2 - 6 x 7 - 0

2 - 6 x 7 - 0

34' - 0"

34'-0"

6'-71/4"

10'-103/4"

16'-6"

7' - 5 1/2"13' - 11"

OVERALL R.O.

10' - 1"2' - 6 1/2"

4'-7"

3'-0"

OVERALLR.O.

10'-1"

16'-4"

1

1

1

2 2

2 2

3

4

18'-6"

15'-6"

CL CL

15'-6"

18'-6"

2' - 6 1/2" 10' - 1" 9' - 0 1/2" 12' - 4"

"R-CONTROL" SIP WALL

UN-INSULATED, STICK

BUILT WALL OR INTPARTITION

LOAD BEARINGPARTITION

NOTE:

DIMENSIONS TO EXTERIOR SIPWALLS REFERENCE OUTSIDE FACEOF SHETAHING.

DIMENSIONS TO EXTERIOR GARAGEWALLS REFERENCE OUTSIDE FACEOF STUD.

DIMENSIONS TO INTERIORPARTITIONS REFERENCE CENTEROF 2x4 OR 2x6 STUD.

WALL LEGEND

LADDER STAIRS TOACCESS HATCH FOR

ROOF DECK 1

9' - 4 1/4"

D D

D

D

BOOK SHELF

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

NOTES:

REVISION SCHEDULE:



www.FreeGreen.com

FREE GREEN

1/4" = 1'-

A-02-3

UPPER LEVELFLOOR PLAN

09-0

MODERN CUBE

06 APRIL, 200

BU,

D = COMBINA TION SMOKE & CARBON MONOXIDE DETDETECTORS SHALL BE INSTALLED OUTSIDE EACHSEPARATE SLEEPING AREA IN THE IMMEDIATE VICBEDROOMS AND ON EACH STORY OF THE DWELLININCLUDING BASEMENTS. ALL DETECTORS SHALLCONNECTED TO A SOUNDING DEVICE OR OTHERDETECTORS TO PROVIDE AN ALARM AUDIBLE IN ASLEEPING AREAS. AL L DETECTORS SHALL BE APPAND LISTED AND SHALL BE INSTALLED IN ACCORWITH MANUFACTURER'S INSTRUCTIONS.


FLOOR TO FLOOR HEIGHTS WILL VARY BASED ON DEFLOOR FRAMING AS DETERMINED BY STRUCTURALENGINEER. STAIR RISERS MUST NOT EXCEED 7 3/4", TREADS MUST NOT BE LESS THAN 10" AS PER IRC 200WALL MOUNT STAIR RAIL. MAX PROJECTION MUST EXCEED 4 1/2" FROM FACE OF FINISH WALL AS PER IR

1

2

1/4" = 1'-0"1 UPPER LEVEL FLOOR PLAN

DRIP PAN AND FLOOR DRAIN UNDER WASHER IN LAUAREA. VE NT DRYER THROUGH ADJACENT EXT WALTHROUGH ROOF.

3

3 BEDROOM


10/27

A-01-12Right

A-01-1

A-01-2

A-01-2

1Rear

2

Left

1Front

1A-03-1

ROOF DECKROOF DECK CONSTRUCTION: (TOP DOWN)- COMPOSITE DECKING OVER 2x6 PT SLEEPERS @16" O/C- FULLY ADHERED 60 MIL REINFORCED EPDM MEMBRANE- SUBSTRATE FOR EPDM AS REQ- 5/8" SHEATHING- RIGID INSULATION TAPERED TO 1/4" OVER 12"- 3/4" SHEATHING- OPEN WEB ROOF TRUSSES @16" O/C OR AS REQ

W/ SPRAY FOAM INSULATION (UNVENTED)- 1/2" GYPSUM BOARD (REQ FOR THERMAL BARRIER)

ACCESS HATCH TO ROOF DECKFROM UPPER LEVEL. VERIFY ALL R.O.DIMENSIONS WITH MANUFACTURERSSPECIFICATIONS.

EXTERNAL DRAIN CONDUCTORHEAD AND DOWNSPOUT. DO WNSPOUTTO DRAIN AWAY FROM BUILDING

36" PARAPET WALL W/ METAL CAP1




34'-0"

34' - 0"

34' - 0"

2

CL

4'-3"

8'-6"

8'-6"

8'-6"

4'-3"

CL

CL

CL

2

CL

CL

CL

CL

34'-0"

4'-3"

8'-6"

8'-6"

8'-6"

4'-3"

3

EXTERNAL DRAIN CONDUCTORHEAD AND DOWNSPOUT. D OWNSPOUT

TO DRAIN AWAY FROM BUILDING

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

NOTES:

REVISION SCHEDULE:



www.FreeGreen.com

FREE GREEN

1/4" = 1'-

A-02-4

ROOF DECK PLAN

09-0

MODERN CUBE

06 APRIL, 200

BU,


1/4" = 1'-0"1 ROOF DECK PLAN

MATERIAL FOR PARAPET WALL CAP SHOULD EITHERALUMINUM WITH AN ANODIZED OR KYNAR PAINT FSTEEL WITH A GALVANIZED OR GALVALUME FINISH

1

OVERFLOW OUTLET THROUGH PARAPET WALL WHEMEETS AT TOP OF WATERPROOF SURFACE.

2

DEPTH OF SPRAY FOAM INSULATION TO MEET 2006 IREQUIREMENT FOR THE PROJECTS CLIMATE ZONE.

3

3 BEDROOM


11/27

A-01-12Right

A-01-1

A-01-2

A-01-2

1Rear

2

Left

1Front

1A-03-1





34'-0"

34' - 0"

34' - 0"

2

CL

4'-3"

8'-6"

8'-6"

8'-6"

4'-3"

CL

CL

CL

2

CL

CL

CL

CL

34'-0"

4'-3"

8'-6"

8'-6"

8'-6"

4'-3"

X

Y2

X2

Y

X

2" FILL

2" FILL

1/2"

1 1/2"

2 1/2"

3 1/2"

4 1/2"

TAPERED INSULATION COMES IN 4'-0"x4'-0" SHEETS.CUT SHEETS AS REQUIRED. JOINTS MAY BE STAGGERED.ALL SEAMS MUST BE TAPED PRIOR TO APPLYING EPDM.2" RIGID INSULATION FILLERS COME IN 4'-0"x8'-0" SHEETS.MINIMUM PITCH MUST BE 1/4" OVER 12".

INDICATES LOCATION OF SINGLE2" RIGID INSULATION FILLER.

SLOPE

Y

Y

Y

Y

X

X

X2 X2

X2

X2

X2

X2

Y2

Y2Y2Y2 Y2

Y2

Y2

Y2

Y

Y

Y

Y

X

X

X2 X2

X2

X2

X2

X2

Y2

Y2

Y2Y2 Y2

Y2

Y2

Y2

Y

Y

Y

Y

X

X

X2X2

X2

X2

X2

X2

Y2

Y2Y2 Y2Y2

Y2

Y2

Y2

Y

Y

Y

Y

X

X

X2X2

X2

X2

X2

X2

Y2

Y2

Y2 Y2Y2

Y2

Y2

Y2

EXTERNAL DRAIN CONDUCTORHEAD AND DOWNSPOUT. D OWNSPOUTTO DRAIN AWAY FROM BUILDING

EXTERNAL DRAIN CONDUCTORHEAD AND DOWNSPOUT. DO WNSPOUT

TO DRAIN AWAY FROM BUILDING

S L O P E

S L O P E

SLOPE

S L O P E

S L O P E

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

NOTES:

REVISION SCHEDULE:



www.FreeGreen.com

FREE GREEN

1/4" = 1'-

A-02-5

ROOF DECKDRAINAGE PLAN

09-0

MODERN CUBE

06 APRIL, 200

BU,


1/4" = 1'-0"1 ROOF DECK DRAINAGE PLAN

MATERIAL FOR PARAPET WALL CAP SHOULD EITHERALUMINUM WITH AN ANODIZED OR KYNAR PAINT FSTEEL WITH A GALVANIZED OR GALVALUME FINISH

1

OVERFLOW OUTLET THROUGH PARAPET WALL WHEMEETS AT TOP OF WATERPROOF SURFACE.

2

3 BEDROOM


12/27


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18/27

A-01-12Right

A-01-1

A-01-2

A-01-2

1Rear

2

Left

1Front

WALL LEGEND

POURED CONCRETEFOUNDATION WALL

NOTE:

DIMENSIONS ON THIS PAGEREFERENCE OUTSIDE FACES OFCONCRETE FOUNDATION WALLSAND PT SILL PLATES ABOVE WHERETHEY OCCUR BASED ON ENTRYLEVEL FLOOR FRAMING PLAN.

CONC FOUNDATION WALL AS REQFOOTING AS REQ BELOW FROST DEPTH

TOP OF GRADE BEAMEL = (-) 9'-5 1/4"

1A-03-1

34' - 0"

21' - 0" 13' - 0"

34'-0"

34' - 0"2' - 1 3/4"

16' - 8 1/2"

34'-0"

CL

CL CL CL CL CL

2' - 0" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 2' - 0"

11'-101/2"

12" DIA CONC SUPPORTW/ FOOTING BELOWFROST DEPTH TYP

12" DIA CONC SUPPORTW/ FOOTING BELOWFROST DEPTH TYP

C O N C F O U N D A T I O N W A L L A S R E Q

F O O T I N G A S R E Q B E L O W

F R O S T D E P T H

C O N C F O U N D A T I O N W A L L A S R E Q

F O O T I N G A S R E Q B E L O W

F R O S T D E P T H

TOP OF FND WALLEL = (-) 0'-5 1/4"






4'-0"

R.O.

2'-51/2"SQUARE

27'-61/2"

R.O. FOR DIRECT VENTGARAGE FAN W/ HOOD

CONC LINTEL ABOVE

+ / - 4 8 ' - 1 " ( V . I . F . )

8

A-04-2

15' - 1 3/4"

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

NOTES:

REVISION SCHEDULE:



www.FreeGreen.com

FREE GREEN

1/4" = 1'-

A-05-1

FOUNDATION PLAN

09-0

MODERN CUBE

06 APRIL, 200

BU,

BASEMENTS / CRAWL SPACES / SLABS:THE BUILDER ASSUMES ALL RESPONSIBILITIES FOR PROVACCESS FOR DUCT AND PLUMBING CHASES BELOW CONCSLABS AND THROUGH FOUNDATION WALLS AS REQUIREDALSO THE RESPONSIBILITY OF THE BUILDER TO PROVIDEADEQUATE LIGHT AND VENTILATION FOR BASEMENTS ANCRAWL SPACES AS REQUIRED BY LOCAL CODES.

1 XXXXXXXXXXX.


1/4" = 1'-0"1 Foundation

3 BEDROOM


19/27


20/27

16 R UP

14R DN

U C

U C

U C

U C

UCGFI GFI

U C

G F I

D

F

GFI-WP

GFI-WP

3

3

A-01-12Right

A-01-1

A-01-2

A-01-2

1Rear

2

Left

1Front

1A-03-1

DBL 1 3/4"x16" LVL(OR AS REQ)


D B L 1 3 / 4 " x 1

6 " L V L A B O V E

( O R A S R E Q )

16" OPEN WEB FLOOR TRUSSES @16" O/COR AS REQ BY STRUCTURAL ENGINEER

1

1

1

1 1


2

2

3

33'-7"

CL

14'-11"

D B L H E A D E R

( A S R E Q )

2x12

3' - 6 1/4"

14'-23/4"

34'-0"

34' - 0"

34'-0"

34' - 0"

18'-6"

15'-6"

CL

4x6 POST

4x6 POST

4x6 POST

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

GENERAL:

THE FRAMING LAYOUT ON THIS PAGE IS INTENDED TO BE ASUGGESTED LAYOUT ONLY. DESIGN LOADS & WEATHERCONDITIONS VARY BY REGION. AS A RESULT THE SIZE, SPLAYOUT OF ALL STRUCTURAL ELEMENTS IN THIS HOME DMUST BE APPROVED BY ASTRUCTURAL ENGINEERAND CODEOFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIORCONSTRUCTION.

REVISION SCHEDULE:



www.FreeGreen.com

MATERIAL SPECIFICATIONS: ( VERIFY W/ LOCAL CODE)

FLOOR SHEATHING:3/4" APA-RATED EXPOSURE 1, T&G,48/24 SPAN RATING, EXPOSURE 110d COMMON NAILS @6" O/C B.N. & E.N.,10d COMMON NAILS @10" O/C INT. FRAMING

ROOF SHEATHING:5/8" APA-RATED EXPOSURE 1,24" MINIMUM SPAN RATING,8d COMMON NAILS @6" O/C B.N. & E.N.,8d COMMON NAILS @10" O/C INT. FRAMING

SAWN STRUCTURAL FRAMING MEMBERS:MEMBERS GRADE 2x_ WALL STUDS D.F. #22x_ FL OOR JOI ST S & ROOF RAFT ERS D.F. #2BEAMS & HEADERS D.F. #1POSTS (4x,6x,8x) D.F. #1

WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS:MEMBERS Fb (PSI)GLUED LAMINATED TIMBERS 2400LAMINATED VENEER LUMBER 2700

INTERIOR HEADERS:INTERIOR NON-BEARING SPANS USE:2x4 FLAT FOR SPANS UP TO 3'-0"4x4 D.F. #2 FOR SPANS UP TO 5'-0"4x6 D.F. #2 FOR SPANS UP TO 8'-0"

NOTES:

FREE GREEN

1/4" = 1'-

A-05-3

UPPER LEVEL FLRFRAMING PLAN

09-0

MODERN CUBE

06 APRIL, 200

BU,


1 2x6 SOLID BRIDGING FASTENED TO EACH TRUSS ANDFASTENED SECURELY TO END OF WALL.

2 PROVIDE 2x_ BLOCKING BETWEEN TOP CHORDS OF ETRUSS.

3 PROVIDE CONT 2x8 BLOCKING (RIPPED TO 6 1/2") ON WALLS ADJACENT TO TOP CHORD BEARING TRUSSE

1/4" = 1'-0"1 UPPER LEVEL FLOOR FRAMING PLAN

3 BEDROOM


21/27

16 R DN

A-01-12Right

A-01-1

A-01-2

A-01-2

1Rear

2

Left

1Front

1

A-03-1

4x6 POST



1

1

1

1 1


2

3

334'-0"

34' - 0"

34'-0"

34' - 0"

4x6 POST

4x6 POST

4x6 POST

2

18'-6"

15'-6"

CL

TOP CHORD BEARING ON THIS END

BOTTOM CHORD BEARING ON THIS END

TOP CHORD BEARING ON THIS END

44

16

6

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

13'-31/4"

7

1 3/4"x16" LVL

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

GENERAL:

THE FRAMING LAYOUT ON THIS PAGE IS INTENDED TO BE ASUGGESTED LAYOUT ONLY. DESIGN LOADS & WEATHERCONDITIONS VARY BY REGION. AS A RESULT THE SIZE, SPLAYOUT OF ALL STRUCTURAL ELEMENTS IN THIS HOME DMUST BE APPROVED BY ASTRUCTURAL ENGINEERAND CODEOFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIORCONSTRUCTION.

REVISION SCHEDULE:



www.FreeGreen.com

MATERIAL SPECIFICATIONS: ( VERIFY W/ LOCAL CODE)

FLOOR SHEATHING:3/4" APA-RATED EXPOSURE 1, T&G,48/24 SPAN RATING, EXPOSURE 110d COMMON NAILS @6" O/C B.N. & E.N.,10d COMMON NAILS @10" O/C INT. FRAMING

ROOF SHEATHING:5/8" APA-RATED EXPOSURE 1,24" MINIMUM SPAN RATING,8d COMMON NAILS @6" O/C B.N. & E.N.,8d COMMON NAILS @10" O/C INT. FRAMING

SAWN STRUCTURAL FRAMING MEMBERS:MEMBERS GRADE 2x_ WALL STUDS D.F. #22x_ FL OOR JOI ST S & ROOF RAFT ERS D.F. #2BEAMS & HEADERS D.F. #1POSTS (4x,6x,8x) D.F. #1

WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS:MEMBERS Fb (PSI)GLUED LAMINATED TIMBERS 2400LAMINATED VENEER LUMBER 2700

INTERIOR HEADERS:INTERIOR NON-BEARING SPANS USE:2x4 FLAT FOR SPANS UP TO 3'-0"4x4 D.F. #2 FOR SPANS UP TO 5'-0"4x6 D.F. #2 FOR SPANS UP TO 8'-0"

NOTES:

FREE GREEN

1/4" = 1'-

A-05-4

ROOF FRAMINGPLAN

09-0

MODERN CUBE

06 APRIL, 200

BU,


1 2x6 SOLID BRIDGING FASTENED TO EACH TRUSS ANDFASTENED SECURELY TO END OF WALL.

2 PROVIDE 2x_ BLOCKING BETWEEN TOP CHORDS TRU

3 PROVIDE CONT 2x8 BLOCKING (RIPPED TO 6 1/2") ON WALLS ADJACENT TO TOP CHORD BEARING TRUSSE

1/4" = 1'-0"1 ROOF FRAMING PLAN

4 PROVIDE SOLID BLOCKING BETWEEN TRUSSES

5 T.O. SIP IN THIS LOCATION TO DROP TO 8'-1" IN HEIGHFLUSH WITH BOTTOM CHORD OF ROOF TRUSSES. THALLOWS FOR BEARING SURFACE FOR LVL & TO ALLROOF DECK DRAINAGE OUTLET.

6 1 3/4"x16" LVL SISTERED TO FACE OF TRUSS

7 R.O. FOR ROOF HATCH.

3 BEDROOM


22/27


23/27


24/27


25/27


26/27


27/27

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

NOTES:

REVISION SCHEDULE:


COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.

www.FreeGreen.com

FREE GREEN

P-01-1

R-CONTROL SIPPAGE

09-0

MODERN CUBE

06 APRIL, 2009

BU, S


THROUGH THE FREEGREEN, R-CONTROL SIP's RELATIONSHIP,THIS HOME HAS BEEN PRE-DESIGNED USING STRUCTURALINSULATED PANELS SIP's. THE IMAGE ON THIS PAGE IS A 3-DMODEL OF THE EXISTING SIP LAYOUT FOR THIS HOME. JUSTCONTACT R-CONTROL AND THE SIP's ARE READY TO BEMANUFACTURED AND DELIVERED FOR YOUR PROJECT.

THIS PAGE IS NOT INTENDED FOR USE IN CONSTRUCTION.PLEASE VISIT R-CONTROL SIP's AT THE FOLLOWING ON-LINEADDRESS:

www.R-Control.com/Free-House-Plans-Freegreen-R-Control.asp

R-CONTROL WILL BE HAPPY TO COLLABORATE WITH YOU ONYOUR PROJECT, WALK YOU THROUGH R-CONTROL SIP'sINSTALLATION, PROVIDE TECHNICAL INFORMATION, PRICING AANSWERS TO ALL YOUR QUESTIONS.

3 BEDROOM