CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD (LB)
WIND SPEED (MPH)
SEISMIC DESIGN CATEGORY
SUBJECT TO DAMAGE FROM
WEATHERING
FROST LINE DEPTH
TERMITE
DECAY
WINTER DESIGN TEMP
1
FREE GREEN
ICE SHIELD UNDERLAY REQUIRED
FLOOD HAZARD
www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN,MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: 1
www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129
BUILDING CODE COMPLIANCE - Attention CA, OR, WA, and NV residents: Our house plans do not meet Earthquake Seismic/Wind code requirements. - Attention GA, SC, and NC Coastal residents: Plans may have to be engineered to meet local Hurricane/Windcodes. - Attention AL, AZ, CO, CT, DE, FL, ID, LA, MD, MA, MN, NV, NH, NJ, NY, OH, PN, UT, and VA residents: Plans may have to be engineered to meet local building codes. Please call your local building department before placing order. Some cities and states now require that a licensed architect or engineer review and "seal" a blueprint, or officially approve it, prior to construction. Prior to application for a building permit or the start of actual construction, we strongly advise that you consult your local building official who can tell you if such a review is required.
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. RESIDENCE FOR: SITE ADDRESS:
BUILDER: ADDRESS:
ENGINEER: ADDRESS:
ARCHITECT: ADDRESS:
PHONE: E-MAIL:
PHONE: E-MAIL:
PHONE: E-MAIL:
PHONE: E-MAIL:
HOUSE AREAS CONDITIONED CRAWL SPACE: SUB LEVEL: ENTRY LEVEL: UPPER LEVEL:
704 SF -
TOTAL: 704 SF
THE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WILL VARY BY REGION FOR ANY PROJECT. FOR THIS REASON, FREEGREEN INC. CANNOT COMPLETE THIS TABLE UNTIL WE KNOW WHERE THE PROJECT SITE IS LOCATED. ONCE YOU HAVE A SITE LOCATION, PLEASE INQUIRE INTO OUR DESIGN SERVICES AT
[email protected]
FEATURED PRODUCTS
UN-CONDITIONED GARAGE: BASEMENT: ATTIC: DECK/PATIO:
280 SF
TOTAL: 280 SF
THE ABOVE AREA CALCULATIONS ARE BASED ON THE METHOD LAID OUT IN ANSI STANDARD Z765
ARCHITECTURAL A-00-1 A-00-2 A-00-3 A-01-1 A-01-1 A-01-2 A-01-2 A-02-1 A-03-1 A-03-1 A-03-2 A-03-2 A-03-3 A-03-3 A-03-4 A-03-4 A-04-1 A-04-1 A-04-2 A-04-3 A-04-4 A-04-4
GENERAL NOTES LEED-H RATING SYSTEM CHECKLIST CHECKLIST NAHB GREEN GREEN BUILDING BUILDING STANDARD STANDARD ELEVATIO ELEVATIONS NS ELEVATIO ELEVATIONS NS ENTRY LEVEL FLOOR PLAN DETAIL DETAILS S1 DETAIL DETAILS S2 DETAIL DETAILS S3 DETAIL DETAILS S4 FOUNDATI FOUNDATION ON PLAN PLAN ENTRY LEVEL LEVEL FLOOR FLOOR FRAMING FRAMING PLAN ALTERNATIVE ALTERNATIVE FLOOR FLOOR FRAMING FRAMING PLAN PLAN ROOF FRAMI FRAMING NG PLAN PLAN
REVISION SCHEDULE: No.
Description
Date
ELECTRICAL E-01-1 ENTRY LEVEL ELECTRICAL ELECTRICAL PLAN PLAN
R-CONTROL SIP P-01-1 R-CONTROL SIP PAGE PROJECT NAME:
THE CABIN COVER PAGE 10-001
PROJECT NUMBER: DATE:
29 MAY, 2009 MY
DRAWN BY:
BU, SH
CHECKED BY:
CVR SCALE
M P 8 0 : 3 2 : 1 9 0 0 2 / 1 / 6
FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN,MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES:
D
= COMBINA TION SMOKE & CARBON MONOXIDE DETECTORS: DETECTORS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS AND ON EACH STORY OF THE DWELLING INCLUDING BASEMENTS. ALL DETECTORS SHALL BE CONNECTED TO A SOUNDING DEVICE OR OTHER DETECTORS TO PROVIDE AN ALARM AUDIBLE IN ALL SLEEPING AREAS. AL L DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
"R-CONTROL" SIP WALL
1
UN-INSULATED, STICK BUILT WALL OR INT PARTITION
STEPS OR RAMP TO GRADE AS REQ PER SITE CONDITIONS. MINIMUM 3'-0" LANDING REQUIRED AT ALL ENTRY WAYS. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT.
2
VENT AS PER MANUFACTURERS SPECIFICATIONS.
A-01-2 Rear1 32' - 0" 4' - 5 1/2"
3' - 1"
10' - 4 3/4"
3' - 1"
R.O.
5' - 1"
WALLLEGEND
5' - 10 3/4"
R.O.
LOAD BEARING PARTITION
NOTE: DIMENSIONS TO EXTERIOR SIP WALLS REFERENCE OUTSIDE FACE OF SHETAHING.
1
CL
3
EGRESS 0 3
/4 1 8 -'
" 4 / 3
8 8 6 x
1 ' 2 1
2 t f e L
' 8
6
O. R
/4 3 3 -
T A O C
"
8 -'
BED
/2 1 5 '-
2
9 8 6 x 6 2
STACKED LAUNDRY
PANTRY
CL "
3' - 5 1/2"
3' - 10 1/2"
2' - 6"
4' - 4 3/4"
DIN
3 1
2
.
"
0
.O R -
t h g i R A-01-1 2
'
2 2
2' - 10 3/4" 2
D
LIV
2
'
1 '-
4
RIDGE BEAM ABOVE AS REQ
.
H C N E B
4x6 POST TYPICAL THROUGOUT
" '-
"
6
REF
13' - 9 1/2"
"
4
"
STONE OR CONC HEARTH 6" ABOVE FINISH FLOOR 2 WOOD BURNING STOVE
1
'-
BATH
D
0 3
" 0 ' 2 2
/4 1 2
SHELVES " 4 / 1 1
2-6x6-8
A-01-2
"
2-6x6-8
8 6 x
"
DIMENSIONS TO INTERIOR PARTITIONS REFERENCE CENTER OF 2x4 OR 2x6 STUD.
8 - L 6 E x E 0 - T 3 S
4x6 POST TYPICAL THROUGOUT 3
W D "
3 '
REVISION SCHEDULE: No.
Description
Date
0 1
KIT " 4 / 1 9 ' 3
1
1 1
1 DECK CONSTRUCTION: (TOP DOWN) - COMPOSITE, PT OR FSC CERTIFIED TROPICAL HARDWOOD DECKING - 2x_ PT DECK JOISTS @16" O/C
DECK 1
BEAM ABOVE AS REQ CEDAR OR PT 4x6 POST ON GLAV POST ANCHOR AT EXTERIOR (TYPICAL)
4' - 5 1/2"
3' - 1" R.O. 2' - 6 3/4"
11' - 9 1/2" OVERALL R.O.
2' - 6 3/4" 3' - 1" R.O.
4' - 5 1/2" PROJECT NAME:
32' - 0"
THE CABIN
1Front A-01-1
1
ENTRY LEVEL FLOOR PLAN 1/4" = 1'-0"
2 A-03-1
ENTRY LEVEL FLOOR PLAN 10-001
PROJECT NUMBER: DATE:
29 MAY, 2009 MY
DRAWN BY:
BU, SH
CHECKED BY:
A-02-1 SCALE
1/4" = 1'-0"
M P 7 :5 2 :5 2 1 9 0 0 2/ 9 2/ 5
FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN,MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: BASEMENTS / CRAWL SPACES / SLABS: THE BUILDER ASSUMES ALL RESPONSIBILITIES FOR PROVIDING ACCESS FOR DUCT AND PLUMBING CHASES BELOW CONCRETE SLABS AND THROUGH FOUNDATION WALLS AS REQUIRED. IT IS ALSO THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ADEQUATE LIGHT AND VENTILATION FOR BASEMENTS AND OR CRAWL SPACES AS REQUIRED BY LOCAL CODES.
A-01-2 Rear1
1
REINFORCING REQUIREMENTS TO BE SPECIFIED BY STRUCTURAL ENGINEER.
32' - 0"
22' - 8 1/2"
5' - 2 1/2"
4' - 1"
12" DIA SONO TUBE CONC SUPPORT W/ FOOTING BELOW FROST DEPTH TYP (OR AS REQ)
CL "
CL
"
0 '
1 1
/4 1 7 -'
CL
3
CONC FOUNDATION WALL AS REQ CONC FOOTING BELOW FROST DEPTH AS REQ
CL 8' - 0"
CL 8' - 0"
CL 8' - 0"
8' - 0" t h gi R 2
BEAM POCKET A-01-2
2 tf
e L
"
0 -'
A-01-1
2 2
BEAM ABOVE AS REQ
BEAM POCKET REVISION SCHEDULE: No.
CRAWL SPACE
"
0 '-
Description
Date
1 1
CONC FOUNDATION WALL AS REQ CONC FOOTING BELOW FROST DEPTH AS REQ
"
/4 3 2 '-
8
7' - 10 1/4"
8' - 0"
8' - 0"
7' - 10 1/4"
1 3/4"
1 3/4"
CL 12" DIA SONO TUBE CONC SUPPORT W/ FOOTING BELOW FROST DEPTH TYP (OR AS REQ)
CL
CL
CL
CL
1
CL PROJECT NAME:
THE CABIN 1Front A-01-1
1
FOUNDATION PLAN 1/4" = 1'-0"
2
FOUNDATION PLAN
A-03-1
10-001
PROJECT NUMBER: DATE:
29 MAY, 2009 MY
DRAWN BY:
BU, SH
CHECKED BY:
A-04-1 SCALE
1/4" = 1'-0"
M P 3 :0 3 :5 2 1 9 0 0 2/ 9 2/ 5
FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN,MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. GENERAL: THE FRAMING LAYOUT ON THIS PAGE IS INTENDED TO BE A SUGGESTED LAYOUT ONLY. DESIGN LOADS & WEATHER CONDITIONS VARY BY REGION. AS A RESULT THE SIZE, SPACING & LAYOUT OF ALL STRUCTURAL ELEMENTS IN THIS HOME DESIGN MUST BE APPROVED BY A STRUCTURAL ENGINEER AND CODE OFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIOR TO CONSTRUCTION.
A-01-2 Rear1
MATERIAL SPECIFICATIONS: ( VERIFY W/ LOCAL CODE)
32' - 0" FRAMING PAGE LEGEND 22' - 2 3/4"
6' - 2"
3' - 7 1/4"
FLOOR SHEATHING: 3/4" APA-RATED EXPOSURE 1, T&G, 48/24 SPAN RATING, EXPOSURE 1 10d COMMON NAILS @6" O/C B.N. & E.N., 10d COMMON NAILS @10" O/C INT. FRAMING
COLUMN SUPPORT BELOW POINT LOAD FROM ABOVE PLUMBING DROP
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
OPEN WEB FLOOR TRUSS M A E B F O E C A F E D I S T U
M A E B F O E C A F E D I S T U
6x6 PT POST DBL 2x8 PT
O
WOOD BEAM STEEL BEAM
2x_ SOLID BRIDGING
O
"
6x6 PT POST
'-
CONT 2x8 PT LEDGER
DBL 2x8 PT
1
2x6 BLOCKING BETWEEN FLOOR TRUSSES
4
SAWN STRUCTURAL FRAMING MEMBERS: MEMBERS 2x_ WALL STUDS 2 x_ FL OO RJ OI ST S& RO OF RA FT ER S BEAMS & HEADERS POSTS (4x,6x,8x)
STRUCTURAL FRAMING MEMBER AS NOTED
LOAD BEARING PARTITION
GRADE D.F. #2 D .F . # 2 D.F. #1 D.F. #1
WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS: MEMBERS Fb (PSI) GLUED LAMINATED TIMBERS 2400 LAMINATED VENEER LUMBER 2700
JOIST OR BEAM HANGER
OUTSIDE FACE OF BEAM
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"
"
PLUMBING DROP
/4 1 8
NOTES: CONT 2x6 BLOCKING OVER BEAM
'
8
R-CONTROL FLOOR STRUCTURAL INSULATED PANEL (SIZE AND SPACING AS REQ)
CL A-01-2
2 tf
"
e L
0 -'
t h gi R 2
A-01-1
2 2
"
/4 3 9 "
/4 3 3
'-
REVISION SCHEDULE: No.
'-
9 2
Description
Date
3 1
R-CONTROL FLOOR STRUCTURAL INSULATED PANEL (SIZE AND SPACING AS REQ)
CONT 2x6 BLOCKING OVER BEAM
2x6 BLOCKING BETWEEN FLOOR TRUSSES
OUTSIDE FACE OF BEAM CONT 2x8 PT LEDGER "
/4 3 9 "
6 -'
'-
8
7
DBL 2x8 PT
2x8 PT JOISTS @ 16" O/C (OR AS REQ)
DBL 2x8 PT
OUTSIDE FACE OF BEAM 2x8 PT HEADER
PROJECT NAME:
THE CABIN 1Front
1
ALTERNATIVE ENTRY LEVEL FLOOR FRAMING PLAN 1/4" = 1'-0"
A-01-1
2 A-03-1
ALTERNATIVE FLR FRAMING PLAN 10-001
PROJECT NUMBER: DATE:
29 MAY, 2009 MY
DRAWN BY:
BU, SH
CHECKED BY:
A-04-3 SCALE
1/4" = 1'-0"
M P 5 :0 3 :5 2 1 9 0 0 2/ 9 2/ 5
FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN,MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. GENERAL: THE FRAMING LAYOUT ON THIS PAGE IS INTENDED TO BE A SUGGESTED LAYOUT ONLY. DESIGN LOADS & WEATHER CONDITIONS VARY BY REGION. AS A RESULT THE SIZE, SPACING & LAYOUT OF ALL STRUCTURAL ELEMENTS IN THIS HOME DESIGN MUST BE APPROVED BY A STRUCTURAL ENGINEER AND CODE OFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIOR TO CONSTRUCTION.
A-01-2 Rear1
MATERIAL SPECIFICATIONS: ( VERIFY W/ LOCAL CODE)
32' - 4" FRAMING PAGE LEGEND
FLOOR SHEATHING: 3/4" APA-RATED EXPOSURE 1, T&G, 48/24 SPAN RATING, EXPOSURE 1 10d COMMON NAILS @6" O/C B.N. & E.N., 10d COMMON NAILS @10" O/C INT. FRAMING
COLUMN SUPPORT BELOW E N I L K A E R B
4' - 2"
L E N A P P I S
E N I L K A E R B
4' - 0"
L E N A P P I S
E N I L K A E R B
8' - 0"
L E N A P P I S
E N I L K A E R B
8' - 0"
L E N A P P I S
POINT LOAD FROM ABOVE
E N I L K A E R B
4' - 0"
L E N A P P I S
PLUMBING DROP
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
OPEN WEB FLOOR TRUSS WOOD BEAM 4' - 2"
STEEL BEAM
SAWN STRUCTURAL FRAMING MEMBERS: MEMBERS 2x_ WALL STUDS 2 x_ FL OO RJ OI ST S& RO OF RA FT ER S BEAMS & HEADERS POSTS (4x,6x,8x)
STRUCTURAL FRAMING MEMBER AS NOTED 2x_ SOLID BRIDGING LOAD BEARING PARTITION
WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS: MEMBERS Fb (PSI) GLUED LAMINATED TIMBERS 2400 LAMINATED VENEER LUMBER 2700
JOIST OR BEAM HANGER
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"
8 1/4" R-CONTROL STRUCTURAL INSULATED PANELS (SIPs) 9 2 1
A-01-2
2
GRADE D.F. #2 D .F . # 2 D.F. #1 D.F. #1
NOTES: E P O L S
t h ig R 2
ft
e L
A-01-1
STEEL RIDGE BEAM AS REQ
2 1 9
REVISION SCHEDULE: No.
E P O L S
Description
Date
8 1/4" R-CONTROL STRUCTURAL INSULATED PANELS (SIPs)
DBL 2x8 PT RAFTER
2x8 PT LEDGER E P O L 2 S
2 1
2x8 PT RAFTERS @ 24" O/C (OR AS REQ)
DBL 2x8 PT RAFTER
2x8 PT HEADER BEAM AS REQ
32' - 4"
PROJECT NAME:
THE CABIN 1Front A-01-1
1
ROOF FRAMING PLAN 1/4" = 1'-0"
ROOF FRAMING PLAN
2 A-03-1
10-001
PROJECT NUMBER: DATE:
29 MAY, 2009 MY
DRAWN BY:
BU, SH
CHECKED BY:
A-04-4 SCALE
1/4" = 1'-0"
M P 6 :0 3 :5 2 1 9 0 0 2/ 9 2/ 5
FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN,MA 02129 ELECTRICAL OUTLET LEGEND
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
110V RECEPTICAL
1. S
2. 3.
GFI
4.
GFI-WP
M
5.
GROUND FAULT CURRENT INTERRUPTER RECEPTACLE GFI AND WATER PROOF RECEPTACLE MICROWAVE OVEN RECEPTICAL RANGE RECEPTICAL
6.
R
7.
UC
UNDER COUNTER RECEPTICAL
240
240V RECEPTICAL
8.
NOTES:
SWITCH RECEPTICAL
110V FLOOR RECEPTICAL
9.
ELECTRICAL SWITCH LEGEND 10.
LIGHT SWITCH
11.
2
12.
3
3-WAY LIGHT SWITCH
13.
D
DIMMER LIGHT SWITCH
DOUBLE LIGHT SWITCH GFI-WP
3
F
14.
OCCUPANCY SENSOR FAN SWITCH
15.
KR
KEY ROOM MASTER CONTROL
16.
KS
KEY SCENE MASTER CONTROL
17.
G
GRAPHIC EYE
RD
RA
MUD
F
D
F RA
BED
RD-ES
REF
0 4 2
RD
GFI
H20
#C #P
D
TEL
D
3
I F G
D
MICELANEOUS ELECTRICAL SYMBOL LEGEND 18.
T
19.
D
THERMOSTAT SMOKE & CARBON MONOXIDE DETECTOR
21.
#C #P
MULTIMEDIA JACK (NETWORK/TV)
22.
TEL
TELEPHONE JACK
W R
LIV
NATURAL GAS/PROPANE HOOKUP
20.
23.
W R
R
KIT
D
DIN
W D
* LIGHTING DESIGN BY WOLFERS, ELECTRICAL PLAN BY FREEGREEN I F G
REVISION SCHEDULE: No.
Description
Date
DOOR BELL DRBL
24.
CHIME
25.
H20
DOOR BELL CHIME
GFI
GFI
ICE MAKER CEILING FAN
26.
LIGHTING LEGEND BY WOLFERS LIGHTING 27.
RD
RECESSED DOWN LIGHT
28.
RD-ES
RECESSED DOWN LIGHT ENERGY STAR RATED
29.
RW
RECESSED WALL WASHER
30.
RA
RECESSED ACCENT DIRECTIONAL
31.
RG
RECESSED GLASS
32. 33.
CEILING BOX F
DECK
1
ENTRY LEVEL FLOOR PLAN 1/4" = 1'-0"
BATHROOM EXHAUST FAN
34.
WALL MOUNTED FIXTURE
35.
LED LINEAR
36.
IN-WALL LED STEP LIGHT W/ REMOTE TIMER CONTROL
37.
FLUORESCENT STRIP
38.
ELECTRICAL SYMBOL LEGEND 1/4" = 1'-0"
PROJECT NAME:
THE CABIN ENTRY LEVEL ELECTRICAL PLAN 10-001
PROJECT NUMBER: DATE:
29 MAY, 2009 MY
DRAWN BY:
BU, SH
CHECKED BY:
E-01-1 SCALE
1/4" = 1'-0"
M P 8 :0 3 :5 2 1 9 0 0 2/ 9 2/ 5
FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN,MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: THROUGH THE FREEGREEN, R-CONTROL SIP's RELATIONSHIP, THIS HOME HAS BEEN PRE-DESIGNED USING STRUCTURAL INSULATED PANELS SIP's. THE IMAGE ON THIS PAGE IS A 3-D MODEL OF THE EXISTING SIP LAYOUT FOR THIS HOME. JUST CONTACT R-CONTROL AND THE SIP's ARE READY TO BE MANUFACTURED AND DELIVERED FOR YOUR PROJECT. THIS PAGE IS NOT INTENDED FOR USE IN CONSTRUCTION. PLEASE VISIT R-CONTROL SIP's AT THE FOLLOWING ON-LINE ADDRESS: www.R-Control.com/Free-House-Plans-Freegreen-R-Control.asp R-CONTROL WILL BE HAPPY TO COLLABORATE WITH YOU ON YOUR PROJECT, WALK YOU THROUGH R-CONTROL SIP's INSTALLATION, PROVIDE TECHNICAL INFORMATION, PRICING AND ANSWERS TO ALL YOUR QUESTIONS.
REVISION SCHEDULE: No.
Description
Date
PROJECT NAME:
THE CABIN R-CONTROL SIP PAGE 10-001
PROJECT NUMBER: DATE:
29 MAY, 2009 MY
DRAWN BY:
BU, SH
CHECKED BY:
P-01-1 SCALE
M P 0 :1 3 :5 2 1 9 0 0 2/ 9 2/ 5
