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
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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:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVE
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.
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
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
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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
36" PARAPET WALL W/ METAL CAP1
36" PARAPET WALL W/ METAL CAP1
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:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVE
www.FreeGreen.com
FREE GREEN
1/4" = 1'-
A-02-4
ROOF DECK PLAN
09-0
MODERN CUBE
06 APRIL, 200
BU,
No. Description Date
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
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A-01-12Right
A-01-1
A-01-2
A-01-2
1Rear
2
Left
1Front
1A-03-1
36" PARAPET WALL W/ METAL CAP1
36" PARAPET WALL W/ METAL CAP1
36" PARAPET WALL W/ METAL CAP1
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"
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:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVE
www.FreeGreen.com
FREE GREEN
1/4" = 1'-
A-02-5
ROOF DECKDRAINAGE PLAN
09-0
MODERN CUBE
06 APRIL, 200
BU,
No. Description Date
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
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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"
TOP OF FND WALLEL = (-) 0'-5 1/4"
TOP OF FND WALLEL = (-) 8'-7 1/4"
TOP OF FND WALLEL = (-) 0'-5 1/4"
TOP OF FND WALLEL = (-) 0'-5 1/4"
TOP OF FND WALLEL = (-) 8'-7 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:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVE
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.
No. Description Date
1/4" = 1'-0"1 Foundation
3 BEDROOM
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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)
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
16" OPEN WEB FLOOR TRUSSES @16" O/COR AS REQ BY STRUCTURAL ENGINEER
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:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVE
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,
No. Description Date
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
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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
DBL 1 3/4"x16" LVL(OR AS REQ)
16" OPEN WEB FLOOR TRUSSES @16" O/COR AS REQ BY STRUCTURAL ENGINEER
1
1
1
1 1
16" OPEN WEB FLOOR TRUSSES @16" O/COR AS REQ BY STRUCTURAL ENGINEER
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:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVE
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,
No. Description Date
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
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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 RESERVED.
www.FreeGreen.com
FREE GREEN
P-01-1
R-CONTROL SIPPAGE
09-0
MODERN CUBE
06 APRIL, 2009
BU, S
No. Description Date
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