HomeMy WebLinkAbout03-15P_PROPOSED NEW GIROUX RESIDENCE_NIEDERWERFER ROADA�0�01 �) 3- /5p
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7
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-15'-3 3/4"
l'-8 3/4"
5'-9 3/4" 7'-914'
7'-7" 7'-7"
GREAT ROOM
15'-1" x 31'-0"
2X6 CATHEDRAL CEILING FRAMING
16" O.C. (OVER)
SEE SECTION PAGE 7 OF 7
------ 15'-2" -_
28'-0"
eD
Ln okv
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00
W04
A FIRST FLOOR = 1464 SQ'FT I
n SECOND FLOOR = 1326 SQ FT
R INLAW APT. = 896 SQ FT
E TOTAL FINISHED = 3686 SQ FT
Ai it i�inneuGrl
IJIVr I,vwi ,w
BONUS ROOM = 675 SQ FT
TOTAL = 4361 SQ FT
CALCULATED FROM EXTERIOR PERIMETER OF LIVING SPACE.
STAIRWELLS/FLOOR OPENINGS uD cS INFLOOR ARE EXCLUDED.
GARAGE NOT INCLUDED IN AREA CALCULATION.
12'-81 /4"
6-31 /4" --- ►}'---- 6'-5"
12'i1" I .
K-
BEDROOM (T
12'-0" x 13'-0"
2X6 CEILING JOISTS io
-16" O.C. (OVER)
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D12
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5'-10 9/16" iv v i
5'-1015l16"
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7
�FIN(SHED GRADE
4' MIN. TOPSOIL FILTER FABRIC ASTM D-5261
4' MIN. BACKFILL L D-4491 L D-4533
O4' PERF. P.V.C. SEVER PIPE
1' BROKEN STONE
6' MIN,
4' I
TYPICAL ABSORPTION TRENCH
NOT TO SCALE
NO. OF BEDROOMS - 5
PERCOLATION RATE - 10.1-20 MIN./IN. (10.1-20 DESIGN)
ABSORPTION AREA REQUIRED - 1050 S.F.
USE 4 WIDE TRENCHES 350 L.F.
USE 6 ROWS ® 64 L.F.
USE 1500 GALLON SEPTIC TANK
NO, WELL WITHIN 75' OF SEPTIC SYSTEM
BENCH MARK TO BE SET AT TIME OF SEPTIC SYSTEM STAKE -OUT
BOTTOM OF TRENCHES NO MORE THAN 6" INTO EXISTING GROUND
M;LSS CALCULATIONS
4.3%&24"R.L.= 34 x 2.5 x 1.5 = 127.5'
C=Tln CVCTC►A CI C\/A T1nK1C
1 IV J 1 J I t_IVI
L_ _l_ V r11 1 1 VI V J
,y').Lf
#1
#2
#3
BOTTOM OF TRENCH
347.00
346.50
346.00
F.L. DISTRIBUTION LINE
347.50
347.00
346.50
DISTRIBUTION BOX OUTLET
348.00
347.50
34&67
DISTRIBUTION BOX INLET
347.83
347.33
346.50
SEPTIC TANK OUTLET
348.50
SEr I IC T MMIN INLET
J40. % J
F.L. PVC 0 FDN. WALL
349.50
TOE' OF FDN. WALL
353.50
GARAGE FLOOR
352.50
BASEMENT FLOOR
346.00
FIRST FLOOR
354.7t
NOTE: ADDITIONAL
TEST PITS
MAY BE REQUIRED
i
f
SOILS DA TA
Op.SFR VFD R Y_•
ROPER T
DEP TULA. R. S. SOUTH
WINDSOR 1
WITNESSED BY-
GERA L D
E. HA RDI S T Y, P.E.
DATE 12-19- 01 & 1-18-
02
TEST PIT MA TERIAL
MO TTLING
12 0-3"
TOPSOIL &
LITTER
20"
3 "-11 " FINE SANDY LOAM
11 "-20" V. FINE SANDY LOAM W/SIL T
20"- 72" COMP. RED TILL
13 0-3" TOPSOIL & LITTER
3 "-11 " FINE SANDY LOAM
11 "-20" V. FINE SANDY LOAM W/SIL T
20"-72" COMP. RED TILL
17 0-3" TOPSOIL & LITTER
3"-19" LT. BRN. FINE SANDY LOAM
19"-24" RED V. FINE SILTY SAND
24 "- 65 " RED HARDPAN
:I REFERENCE IS MADE TO MAP TITLED:
"PLOT PLAN PINE WOODS SUBDIVISION PREPARED FOR GIROUX CONSTRUCTION
SOUTH WINDSOR, CONN." DATE: 2-5-02, REV. 4-22-02, SCALE: 1"=40',
MAP NO. 201137-1, SHEET 2 OF 3, BY AESCHLIMAN LAND SURVEYING
EAST HARTFORD, CONN.
u
ni TYPE OF SURVEY: ZONING LOCATION
BOUNDARY DETERMINATION CATEGORY: DEPENDENT RESURVEY
CLASS OF ACCURACY. A-2
? TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. THIS SURVEY WAS
PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION 20-300b-1 THROUGH
20-30015-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 26, 1996.
1
SANDS E. AESCHLIMAN L.S. # 14201
12"-18.. ...........
F,
N8875'30 E !, /
EXIST. CONTOUR
PROPOSED CONTOUR
PROPOSED ELEVATION
/ SILT FENCE
PROP. TREELINE
�v
FILTER FABRIC (WRAP)
��- GRADE
1/2" STONE EXTENDED
-18" ABOVE MOTTLING O
OR 6" ABOVE
WEEPING IF HIGHER
-- - 348
5 / 4h
352.4 /
HOUSE SITE DEVELOPMENT
Plot plans for each lot shall indicate proposed sedimentation and erosion control measures,
proposed house locations, lot grading, driveway design and site, drainage design.
These plans will be subject to review and approval by the Town of South Windsor.
Upon approval of individual plot plans, the limits of development should be established in the field.
Disturbance limits of 25-35' beyond the physical limits of the structures are recommended.
All driveways and driveway shoulders should be stabilized immediately upon completion of rough grading.
Shoulder seed bed preparations should follow the general notes provided.
Hay bales and silt fence should beused to entrap any sediment generated from exposed surfaces.
Drivewav roadbeds shall be stabilized with compacted rood agglregote as soon as possible.
Topsoil and excavated subsoil from the foundation area should be confined to the area of disturbance.
Similarly, vehicular movement should be directed to established parking areas.
GENERAL CONSTRUCTION NOTES
LEACHING In general, erosion and sedimentation control and restoration measures shall conform to the "Guidelines for Soil
18 TRENCH
_ p, M Erosion and Sediment Control - Connecticut" published by the, Connecticut Council on Soil and Water Conservation,
E, January, 1988 and to the Town of South Windsor requirements.
Installation of sediment and erosion controls such as hay bales and silt fences shall be established prior to
z commencing land disturbance activities. All sediment and erosion control structures must be monitored and
g \ maintained by the owner and contractor until the soil surface is stabilized.
V i MOT TLING All areas disturbed during construction shall be loomed with 4'" of topsoil, seeded with perennial fine -textured
6" MIN. COLLECTOR PIPE,
HOLES DOWN PIPE 6" TO 12"
FROM BOTTOM OF TRENCH
CURTAIN DRAIN DETAIL
NOT TO SCALE
Certified Substantially Correct:
Gerald E. Hordisty 15974
grass ® 2 1/2 IDS. per 1,000 S.T. and mulched with straw ® 100 IDS. per 1,000 s.f. Temporary seeding, H
necessary, shall take place from March 15 through June 15 or August 1 through October 1. Permanent seeding
shall take place from April 15 through June 15 or August 15 through September 15.
Limits of tree cutting shall be flagged in the field and subject to approval of the Town of South Windsor prior to
cutting.
.1 Stumps shall be chipped on the site or removed. They shall not be buried on the site.
Septic systems and wells shall be installed in accordance with the Connecticut Public Health Code and Town of
South Windsor Health Department Requirements.
Water will be supplied to this site by individual on -site wells. R E -OL'A'S IV E D
Foundation and curtain drains shall be 6" PVC pipe.
MAR 10 2003
SOUTH WINDSOR PLANNING DEPT.
03 A5P
S8"' � j"W
'06
N/F THERESA GEDRIM
I "r
Nt38'20 3D t
49. 176.58
� o ,
ID r
N/F
STATE OF
CONN.
S 88`2530" W
151.80'(TOTAL) S 88•25'30" W
N/F CYDN AE LOPES
BOUNDARY
SCALE: 1 "=100'
CONSTRUCTION SEQUENCE
It is expected that the project will be constructed in the following segence:
Flagging and marking clearing and erosion control devices.
Placement of erosion control devices.
Clearing and grubbing.
Construction of drives and houses.
Construction of septic systems.
Final grading of site.
Stabilization of disturbed areas.
Remove erosion control devices.
This schedule is general and it can be expected that there will be integration of the sequence.
Contagt pers�for E & S contort measures is Mario Giroux, 623-0143.
SNET
�64
� 3S4
SS 8`06" W
PLOT PLAN
1 nT 3 - NtrnFRWFRFFR Rnan
PREPARED FOR
PI ERRE GIROUX
SOUTH K1 NDSOR, CONN.
AESCHLIMAN LAND SURVEYING, PC
1379 MAIN STREET
EAST HARTFORD, CONN. 06108
(860)-528-4881
DATE: 2-19-03 1 SCALE: 1" = 20' 1 MAP NO. 203021-1
I
d
FINISHED GRAVE
4' MIN, TOPSOIL FILTER FABRIC ASTM D-5261
4' MIN. BACKFILL R D-4491 i. D-4533
rV
2'
O4' PERF. P.V.C. SEWER PIPE
BROKEN STONE
6' MIN.
4'
TYPICAL ABSORPTION TRENCH
NOT TO SCALE
SANITARY DESIGN
NO. OF BEDROOMS - 5
PERCOLATION RATE - 10.1-20 MINJIN. (10.1-20 DESIGN)
ABSORPTION AREA REQUIRED - 1050 S.F.
USE 4 WIDE TRENCHES 350 L.F.
USE 6 ROWS ® 64 L.F.
USE 1500 GALLON SEPTIC TANK
NO WELL WITHIN 75' OF SEPTIC SYSTEM
ouVCH MARK TV DE JET AT TIME OF JEPTfC JYJTErv1 STAKE=OUT
BOTTOM OF TRENCHES NO MORE THAN 6" INTO EXISTING GROUND
MLSS CALCULATIONS
4.3% & 24" R.L. = 34 x 2.5 x 1.5 = 127.5'
PTIC SYSTEM ELEVATIONS
#1 #2 #3
BOTTOM OF TRENCH
347.00
346.50
346.00
F.L. DISTRIBUTION LINE
347.50
347.00
346.50
DISTRIBUTION BOX OUTLET
348.00
347.50
346.67
DISTRIBUTION BOX INLET
347.83
347.33
346.50
SEPTIC TANK OUTLET
348.50
SEPTIC TANK INLET
348.75
F.L. PVC ® FDN. WALL
349.50
TOP OF FDN. WALL
353.50
GARAGE FLOOR
352.50
BASEMENT FLOOR
346.00
FIRST FLOOR
354.7t
NOTE: ADDITIONAL TEST PITS MAY BE REQUIREDCO
i
I
SOILS DATA
W-9I
OBSER VED B K ROBER T DEP TUL A, R. S. SOU TH
WINDSOR
W1 TNESSED B K GERA L D E. HA RDI S T Y, P. E.
I
DATE: 12-19-01 & 1-78-02
TEST PIT MATERIAL
MOTTLING ROOTS!
12 0-3" TOPSOIL & LITTER
I
20" 21 "
3"-11 " FINE SANDY LOAM
1
11 "-20" V. FINE SANDY LOAM W/SILT
,
20 "- 72 " COMP. RED TILL
13 0-3" TOPSOIL & LITTER
20" 21 "
3 "-11 " FINE SANDY LOAM
11 "-20" V, FINE SANDY LOAM W/SIL T
20"-72" COMP. RED TILL
17 0-3" TOPSOIL & LITTER
-- --
3 "-19 " LT. BRN. FINE SANDY LOAM
19 "-24 " RED V. FINE SILTY SAND
24 "- 65 " RED HARDPAN
M�
+ • i Y i
1
EXIST. CONTOUR -- 348 /
PROPOSED CONTOUR 35
PROPOSED ELEVATION
SILT FENCE
PROP. TREELINE
j:
h�
(b HOUSE SITE DEVELOPMENT
� ^') Plot plans for each lot shall indicate proposed sedimentation and erosion control measures,
^� proposed house locations, lot grading, driveway design and site drainage design.
n� These plans will be subject to review and approval by the Town of South Windsor.
Upon approval of individual plot plans, the limits of development should be established in the field.
�- FILTER FABRIC (WRAP) Disturbance limits of 25-35' beyond the physical limits of the structures are recommended.
GRADE All driveways and driveway shoulders should be stabilized immediately upon completion of rough grading.
Shoulder seed bed preparations should follow the general notes provided.
Hay bales and silt fence should beused to entrap any sediment generated from exposed surfaces.
Driveway roadbeds shall be stabilized with compacted rood aggregate as soon as possible.
Topsoil and excavated subsoil from the foundation area should be confined to the area of disturbance.
milarly, vehicular movement should be directed to established areas.
1 /2" STONE EXTENDED Si
-18" ABOVE MOTTLING O
OR 6" ABOVE GENERAL CONSTRUCTION NOTES
WEEPING IF HIGHER
LEACHING 18' TRENCH In general, erosion and sedimentation control and restoration measures sholl conform to the "Guidelines for Soil
MIN. Erosion and Sediment Control - Connecticut" published by the Connecticut Council on Soil and Water Conservation,
January, 1988 and to the Town of South Windsor requirements.
Installation of sediment and erosion controls such as hay bales and silt fences shall be established prior to
Z commencing land disturbance activities. All sediment and erosion control structures must be monitored and
maintained by the owner and contractor until the soil surface is stabilized.
REFERENCE IS MADE TO MAP TITLED: N MOTTLING All areas disturbed during construction shall be loomed with 4" of topsoil, seeded with perennial fine -textured
1< grass ® 2 1/2 lbs. per 1,000 s.f. and mulched with straw ® 100 lbs. per 1,000 s.f. Temporary seeding, if
"PLOT PLAN PINE WOODS SUBDIVISION PREPARED FOR GIROUX CONSTRUCTION necessary; shall take place from March 15 through June 15 or August 1 through October 1. Permanent seeding
SOUTH WINDSOR, CONN." DATE: 2-5-02, REV. 4-22-02, SCALE: 1"=40', 25' MIN. shall take place from April 15 through June 15 or August 15 -through September 15.
MAP NO. 201137-1, SHEET 2 OF 3, BY AESCHLIMAN LAND SURVEYING 12"-18"
EAST HARTFORD, CONN. Limits of tree cutting shall be flogged in the field and dubject to approval of the Town of South Windsor prior to
6 MIN. CQLLECTOR PIPE, cutting.
HOLES DOWN PIPE 6" TO 12"
FROM BOTTOM OF TRENCH Stumps shall be chipped on the site or removed. They shall not be buried on the site.
TYPE OF SURVEY: ZONING LOCATION Septic systems and wells shall be installed in accordance with the Connecticut Public Health Code and Town of
BOUNDARY DETERMINATION CATEGORY: DEPENDENT RESURVEY CURTAIN DRAIN DETAIL South Windsor Health Department Requirements.
CLASS OF ACCURACY: A-2 Water will be supplied to this site by individual on -site wells.
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. THIS SURVEY WAS NOT TO SCALE Foundation and curtain drains shall be 6" PVC pipe. RECEIVED
PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION 20-300b-1 THROUGH Certified Substantially Correct: le_ )f '3
20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE �+} ! MAR 10 2003
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 26, 1996.
41OW ., j-P SOUTH WINDSOR PLANNING DEPT.
-- 15974 `
SANDS E. AESCHLIMAN
E. Hardisty MAN L.S. # 14201 r
ss-"2 3i _W
'
49.
' s,
C
,
125'
+
,
z
1
0
L4
.p
a
LA
o
+
J
U
+
'
,
N /F
STATE OF
CONN.
,
N/F THERESA GEDRIM
S 88'25'30" W 186.55'
151.80'(TOTAL) S 88•25'30" W
N /F CYDN AE LOPES
BOUNDARY
SCALE: 1 "=100'
CONSTRUCTION SEQUENCE
It is expected that the project will be constructed in the following segence:
Flagging and marking clearing and erosion control devices.
Placement of erosion control devices.
Clearing and grubbing.
Construction of drives and houses.
Construction of septic systems.
Final grading of site.
Stabilization of disturbed areas.
Remove erosion control devices.
This schedule is general and it can be expected that there will be integration of the sequence.
Contact person for E & S contorl measures is Mario Giroux, 623-0143.
-345
4
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0\5
I°y
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S¢
J50
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PLOT PLAN s�R"
LOT 3 - NIEDERWERFER ROAD
3 r'
PREPARED FOR
PI ERRE GI ROUX
SOUTH WINDSOR.. CONN.
AESCHLIMAN LAND SURVEYINGY
+
1379 MAIN STREET
EAST HARTFORD, CONN. 06108 .'
(860)-528-4881
DATE: 2-19-03 SCALE: 1" = 20' MAP N0. 3021-1
FRONT PERSPECTIVE VIEW
_11�1�"E Ir_F�_TY
p,EcEIVED
MAR 1 0 Z003
SOUTH W DSOR PLANNING DEPT.
LLOYD CAPSON
SOUTH WINDSOR, CT
(860) 644-1059
FOR MR & MRS PIERRE GIROUX PROJECT PROPOSED NEW GIROUX RESIDENCE
SOUTH WINDSOR, CT [DRAWING FRONT PERSPECTIVE ELEVATION
SCALE 1/4" = 1'0" PAGE: OF:
UNLESS NOTED OTHERWISE -
DATE I 7
FEBRUARY 2003
6" CORNERS
(AS DRAWN)
FRONF EU-V/-\70N
Fil
REAR ELEVATION
LLOYD CAPSON FOR MR &
SOUTH WINDSOR, CT
(860) 644-1059 S
N__ LN_T_E_la.R ll.TYI
PROJECT SCALE: 1/4' = 1'0" PAGE:
�/ PROPOSED NEW GIROUX RESIDENCE
MRS PIER.RE GIROUX _ -- - -_-----------__---_-- _ UNLESS NOTED OTHERWISE
OUTH wiNDSOR, CT DRAWING.FRONT AND REAR ELEVATIONS DATE FEBRUARY 2003 2
--- - -- ----- ---- -- ---- --- - -- - - - --- ---- - -- ---- - . � [—
OF:
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04
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MIN
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RIGHTEVATION
R S P E C T I V E
NOT SCALE
L
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L--j--
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A t A--- -J-.-L
LEFT SIDE ELEVATION
ow FOR PROJECT:SEDEW GIROUX RESIDENCE
NSCALE 1/4" 1 10.1 PAGE: OF:
O
LLOYD CAPSONPROP
MR & MRS PIERRE GIROUX UNLESS NOTED OTi1ERWISE
SOUTH WINDSOR, CT
(860) 644-1059 SOUTH WINDSOR, CT DRAWING E
kJE-SA-0-F-�T-l-A-.L---0-E-.9A rm-lq INT-EEG-IRY Yl REAR PERSPECTIVE AND SIDE ELEVATIONS FEBRUARY 2003
ig
O
M
2X4 NON PT BOTTOM PLATE AT WALL
2X6 PRESSURE TREATED SILL
SILL SEALER
6" N INIMUM
. 3500 LB CONCRETE SLAB FINISH GRADE
ON COMPACTED FILL 1/2"X12" ANCHOR BOLTS 4' OC MAXIMUM
CONCRETE FOUNDATION AND FOOTING
42" MINIMUM 3000 LB MIX MINIMUM
- KEYWAY
7
18" 10"
FOOTING/FOUNDATION SECTION
(GARAGE) SCALE: 3/8" = 1'0"
10'-5
— — — — ° ---
N
DROP TOP OF FOUNDATION
I I 18" AT DOOR (OPENINGS
(TYPICAL)
. I .
z A.
a
`� I �°
w
a
a
It I
I I
I _ I
II
I
I I
I
12'-7 3/4"
I I
I
I
I I
I
ih
N
28'-5"
�3-2-�-�------- 141_5" -----
E!
O
BLOCK OUT FDN I p O
i ~
• f} �!HI I 1 I I I I I I I 1
ROP TOP OF FOUNDATION
12" AT STAIR OPENING --
c i
DROP TOP OF FOUNDATION
18" AT DOOR OPENINGS
(TYPICAL)
3'-0" -►
UNEXCAVATED
AND OR COMPACTED FILL
—I — — — — — — — — -- — -- — — I — — — I— —
�+ 2'-3" -- 10'-6" - 2'-9 1/2" +-�--
L 28'-3 1/2" —
10'-0"
IN] F INSTALL DOUBLE JOISTS AT ALL. OPENINGS AND AT l
O ALL PARALELL PARTITIONS AND OR BEARING WALLS.
T INSTALL 1X3 SPF CROSS BRIDGING AT MIDSPAN OF
E ALL JOIST SPANS IN EXCESS OF 8'.
D A. EXTERIOR PLAN DIMENSIONS ARE TO OUTSIDE OF FRAMING.
B. INTERIOR PLAN DIMENSIONS ARE TO FACE OF FRAMING OR TO CENTER
M OF WALL, DEPENDENT UPON PLACEMENT OF DIMENSION LINES.
E C. SECTION AND ELEVATION DIMENSIONS APPLY WHERE NOTED AT DRAWING.
N D. VERIFY ROUGH OPENING DIMENSIONS WITH MANUFACTURERS SPECIFICATIONS
S WHICH ARE SUBJECT TO CHANGE WITHOUT NOTICE.
E. EXTERIOR WALL OPENINGS ARE DIMENSIONED TO CENTER OF UNIT UNLESS
O OTHER DIMENSIONING IS OBVIOUS.
N F. ANY DIMENSIONING QUESTIONS SHOULD FIRST BE SETTLED BY REFERENCE
S TO WRITTEN DIMENSIONING ON PLAN, THEN BY SCALING FROM PLAN.
-- - --- 108'-01, - -
26-3 1 /4" 10'-7 1 l2" - - - -- 14'-8 1 /4" - - - - - - -- 15'-3 3/4" 12'-8 1 /4" - - -- --- - - -- ►1
X
- I-- ------ -- i- -1 L------- -A --1-1 --- --------- -- ---
=1
I o
UP I in I I I
-- -� -- - - -- - - -- - -- - -- - -- - - - - - - - - - -- N 0 , ' UNFINISHED BASEMENT
--I _
- I I 00 r I I 3 1/2" 3000 LB CONCRETE SLAB FLOOR I I7 L� -- -- - ` - - -- - -" - - - - -- -I-
1I 00 I I ON 6 MIL POLY VAPOR BARRIER I °D I I
I I I ON COMPACTED GRAVEL FILL I I I I I
I I I I I I
LPI 32 (OR EQUAL)
9 1/2" 1 JOISTS -► I I
16" O.C. (OVER)
1 L I-. �. I-. 1 0 I
t 1 T I -T I I I 3 1/2" LALLY COLUMN ON r I t
11 I
I )►.-I 2MIXI I
I 3- 1 3/4" X 9 1/2" LVL BEAM---------1
I I I CONCRETE FOOTING4" X 24" X 12" 3000 LB
ON
(THREE SPANS) 1 I
I Ili 3- 1 3/4" X 9 1/2" LVL BEAM -)J— I I UNDISTURBED EARTH i
3- 1 3/4" X 9 1/2" LVL BEAM 1-- iv I I (THREE SPANS) I I I I I I (TYPICAL) 1 1
(THREE SPANS) I I "' 0 1 1 I I o I I 1 1
ap I I Ir-1 T I
I I I I -
I
l I N II
I •�--fi-- -- 1 1 I I
I ----- I I r
LPI 32 (OR EQUAL) I LPI 32 (OR EQUAL) l -�- _-___.-._ I - �- I I ._. I.1 I ~ 3- 1 3(THREE/2" LVL
BEAM
-+ -9 1/2" 1 JOISTS ► 1 -+ 9 1/2" 1 JOISTS ► I I
16" O.C. (OVER) I I 16" O.C. (OVER) I I I l 11 I 0 1 1
I bo I I I I
I I I LPI 32 (OR EQUAL) i l
9 1/2" 1 JOISTS -- ► I I
I co I l i 16" O.C. (OVER) --� --1 3- 1 3/4" X 9 1/2" LVL BEAM I I
1 1 I I UP 1 1 ti l (THREE SPANS) l
8'-0" 2-11 1 /2"
I -- -- -- -- --- - - - -1D01
9,
----- --- 1l'-6"
I II
I I LPI 32 (OR EQUAL) I I LPI 32 (OR EQUAL)
- -- - -- - - 39'-7" . --- - -. - - - - - - - -- I I d I f - 9 1/2" 1 JOISTS --
UNDERSLAB STORAGE 16"
I O.C. (OVER) 7 I 16" O.C. (OVER)
1
3 1/2" 3000 LB CONCRETE SLAB FLOOR LINE OF FRAMING ABOVE
ON 6 MIL POLY VAPOR BARRIER SET BACK 2" TO ALLOW
N ON COMPACTED GRAVEL FILL LEDGE FOR SUPPORT OF I I I
r METAL PAN STRUCTURE I I I
3 1/2" 3500 LB CONCRETE SLAB FLOOR I I
WITH 6-6X10-10 WWM ON METAL PANS I 1 1
(PAN SIZING TO BE BY SUPPLIER)
AT PORCH FLOOR ABOVE
_ I Q - - -- - - - - - -- - -
)ROPPED FOUNDATION �I
10'-6" 2'-3'
--------- - - -- "t"
---- - -- -- - ----- 108'-0" -
-- - -- - - -- 15'-6 1 /4" -. ---- -- .1. - -- - - -- - 12'-8 1 /4" - --- - - ►i
Q
00
0
M
LLOYD CAPSON FOR PROJECT PROPOSED NEW GIROUX RESIDENCE SCALE 1/4"-1'0" PAGE: OF:
ow-c"sMR & MRS PIERRE GIROUX _-__- _------_- -.-- UNLESS NOTED OTHERWISE
SOUTH WINDSOR, CT 4 7
SOUTH WINDSOR CT DRAWING DATE.
(860) 644-1059 FOUNDATION/BASEMENT FLOOR PLAN FEBRUARY 2003
WINDOW SCHEDULE
NUMBER
QTY
FLOOR
I SIZE
DESCRIPTION
CODE
Wol
2
11
13046
1 DOUBLE HUNG
BEDROOMr
W02
1
11
12432
1 DOUBLE HUNG::::==
BATHROOM
vvu3
L
"I
16246
IVIULLt=U UNIT
3U40-2 btLiKuUm
W04
4
1
6246
MULLED UNIT
3046-2
-G-A-FWGE-(4 9/16" JAMB)
W05
2
1
3046
DOUBLE HUNG
W06
W07
W06—
1
1
2432
DOUBLE -HUNG
DBL CASEMENT-LHURHR
DOUBLE HUNG
KITCHEN (OVER SINK)
LAUNDRY ROOM
1
1
3635
1
1
2432
W09
2
1
1 2046
DOUBLE
E HUNG
A PROJECTION)
wolo
1
1
5646
MULLED UNIT
- ------
i 2846-2 (AT BAY PROJECTION)
Wil
4
2
6246
MULLED UNIT
W46-2 BEDROOM
W12
W13
1
2
6860
MULLED UNIT
30HR/18-30-1846
ATTIC (OVER INLAW)
WINDOWS AT BONUS ROOM
2
2
2846
DOUBLE HUNG
W14
2
2
5646
MULLED UNIT
IW15
1 2
12
f 2432
1 DOUBLE HUNG
BATHROOM
EGRESS WINDOWS:
----- -
NOTE: AT LEAST ONE WINDOW AT EACH BEDROOM SHALL COMPLY WITH
—KIKI—I— 1r r�nr00 IAIIKIM�IAI ^-i—mi A
1.) 1 m I rz ur I uu 1 C-13rXF-00 vv Ni-juvv %.lr% 1 crN m:
(A) MINIMUM CLEAR WIDTH OF OPENING IS 22".
(B) MINIMUM CLEAR HEIGHT OF OPENING IS 24".
(C) MINIMUM CLEAR OPENING AREA IS 5.7 SQ. FT.
(D) BOTTOM OF OPENING NOT MORE THAN 44" ABOVE FLOOR.
"WINDOW SHALL BE OPERABLE AND OPENABLE FROM INSIDE WITHOUT THE
USE OF SEPARATE TOOLS. BARS, GRILLS OR SCREENS PLACED OVER WINDOW
SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF
A KEY, TOOL OR EXCESSIVE FORCE." (STATE FIRE MARSHAL'S OFFICE)
14'-1 3/4" 26-2--
12'-0" i!'-1 3/z 16-9 3/4"
D08 DN UP
UP--T— 9
Lo
ir
Lu
<
b I I A
10,
LLI
4" HIGH
CONCRETE iv
LANDING
It.A x
I (o
7
07
A
I
8) O�
1
4" H.W. LALLY COLUMN ON
C?
36" X 36" X 12"3000 LB MIX
CONCRETE FOOTING ON
UNDISTURBED EARTH
Eo
4-- �D
C' , 4 04
05 GARAGE
2T-7 x 37'-4" LAUN
6-9" x
LPI 32 (OR EQUAL) ILPI 32 (OR EQUAL)
9 1/2" 1 JOISTS —a- —91/2" 1 JOISTS —o-
16" O.C. (OVER)
16" O.C. (OVER)
II
DOOR SCHEDULE
-NUMBER CITY I FLOOR I SIZE
D01
1 10
_[.9
1 318
13/8
DOOR TO UNDER PORCH STORAGE
LITE WALK -Iq-DOOR -A'TGARAGE
D02
1 11
UU3
D06
Do6
D07
D08
D09
-bbTb--
2
1
bUbb
CLOSET DOUR UNIT
INTERIOR DOOR UNIT
--
LITE -fRL�4VV-rk-(5W-fENTf�YDOOR
OVERHEAD
OVERHEAD GARAGE book
GAR TO HOUSE FIRE RATED W/SPRING BUTTS
----------
19-LITE coNNif6TaF�-ENTRY_
19 LITE IREAR-[D&bRAf-l-N[A-VV APT—
INTERIOR OR UNIT
INTERIOR Doak UNIT
_§UDINq GLASS DOOR AT GREAT ROOM
BIFOLD cio-s—Ef-cYook -UNIT
4
1
-1 -1008-13/4-
1 1
1
2468
0
som - -
2868
2868
28681
2868 -
1
13/4 ___ --b-
1 3/4
13/4
1 3/4
3A
-1 3/8
1 3/8
-1 3?4
W8
2
1
2
2
1
1
1
D-11 ---
-1512---
_D14
1
4
1
2668 —
-6068 --
-5-068-----1
1
-i—
2
1
D15
1
1
4068 —
-1 -3/-8---
BIFOLD CLOSET DOOR UNIT
FRONT ENTRY 6 PANEL W SIDELITES
-FN--fE R 16 R-DO-6 R 0 N I T
INTERIOR DOOR UNIT
IN_ffkioR DO -OR UNIT---
INTERIOR DOOR UNIT TO UNFINISHED BONUS ROOM 7--
D16
_D17
1
1 --64-661-:�14-
- ------i-0-K-----F068
------
13/8 -
_D18
4
2 —266-8--l-N6
4
2
2468
D20
-1521
3
2
5068
13/8
3/8
2
2
1 2
12
12668
13/8 ---
14'-2 9/16" 2--0--m7- 6'-915/16"
61 1) s
IW041
9 1/2" 1 JOISTS
16- O.C. (OVER)
(S/D) LPI 32 (OR EQUAL) cc
cc
9 1/2" 1 JOISTS
166" O.C. (OVER)
--2- 1 3/4" X 9 1/2" LVL HEADER
PANTRY
03)
CABINET I
3)
DRY
3- 1 3/4" X 18" LVL BEAM 5'-10"
RECESSED (TWO SPANS)
— — — — — -- — — — —
b
0
9
5'-4" -
9
y r
(D JDO6 (D06)
7'-6" 6-7 3/4" 6-7 3/4" T-6" 4'-3" —
14'-1 3/4" 14'-1 3/4"
3 -9'
1 V-8 1/2"
OFFICE
b 14'-0" x 10'-0"
m
09 o
5'-4" ......
5'74'- —
DN
3'-8 1/2"
[W041
PORCH
5 V-1 x 7'-7"
—6X6 STRUCTURAL COLUMNS
(TYPICAL)
6-6 1/4"
3-1 3/4"XI 1 7/8" LVL BEAM
(7 SPANS)
UBLE JOIST ABOVE
DINING
LPI 32 (OR EQUAL)
9 1/2" 1 JOISTS
16" O.C. (OVER)
II
3/4" X 14" LVL BEAMS
SED INTO FLOOR ABOVE)
II
II
1
II S/D� II
jf Iu12j
—7
DN
I
IN
LINE Or
OPENING
ABOVE
10'-4"
D
j
UP
12)
,D16;
i
8'�O"
DN—
II
7--2 1/4-1 6-3 3/4" —
14'-8 1/4" 1 OW 112"
-- - - - 1081-01,
00
Qo
0
cl)
in
6--8--
14'-7 3/4"
GREAT ROOM
14'-0" x 27'-0"
LPI 32 (OR EQUAL)
91/2" 1 JOISTS
16" O.C. (OVER)
14--l"
14'-2 3/4"
7'-11 3/4"
777-711
-
6-9 3/4"
16-3 3/4"
2&-0"
'-A q/A"
T-9 1/4"
GREAT ROOM
15'- 1 x 3 V-0"
2X6 CATHEDRAL CEILING FRAMING
16- O.C. (OVER)
SEE SECTION PAGE 7 OF 7
15':-2"
. ------ ......
-0 �S/D�
�_
D/VV
0 u
00
zv)
004)
6-6"
16-9 1/4"
I,S/D) = SMOKE DETECTOR
A -1-1 11
k/Arr ROXIMATE LOUR 1 lul'4)
SEE NOTE ON PAGE: 6
A
FIRST FLOOR =
1464 SO FT
R
SECOND FLOOR =
1326 SQ FT
INLAW APT. =
896 SQ FT
E
TOTAL FINISHED =
3686 SQ FT
A
UNFINISHED
BONUS ROOM =
675 SQ FT
TOTAL =
4361 SQ FT
CALCULATED FROM EXTERIOR PERIMETER OF LIVING SPACE.
STAIRWELLS/FLOOR
OPENINGS 2ND FLOOR ARE EXCLUDED
GARAGE NOT INCLUDED IN AREA CALCULATION.
12'-8 114"
o4-a- 6--5" -o-i
12
—
BEDROOM IlI(vvutj
12-0" x 13'-0"
2X6 CEILING JOISTS
16" O.C. (OVER) �2
12--1
(S/D"
—
D92
-:,W/D
(D 14),,
z
6-10 15/1 6" 5'-10 9/16" iv iv
ti
-7:—
2--5" 4--15,-0 -- --------------
'o
eO4 1W021
(2
zo
19
r
co
�o
9
3
9'-31/4" 3'-9 3/4" — 6-6"
o-o2-4 1/2"1 10'-33/4"
LLOYD CAPSON FOR. PROJECT: PROPOSED NEW GIROUX RESIDENCE
SOUTH WINDSOR, CT MR & MRS PIERRE GIROUX
(860) 644-1059 SOUTH WINDSOR, CT [DRAWING FIRST FLOOR PLAN, WINDOW AND DOOR SCHEDULES AND AREA BLOCK
scALE 1/4" = 1'0" PAGE: OF:
UNLESS NOTED OTHERWISE
--- ----------
DATE. FEBRUARY 2003
EGRESS WINDOWS:
NOTE: AT LEAST ONE WINDOW AT EACH BEDROOM SHALL COMPLY WITH
STATE OF CONNECTICUT EGRESS WINDOW CRITERIA:
(A) MINIMUM CLEAR WIDTH OF OPENING IS 22".
(B) MINIMUM CLEAR HEIGHT OF OPENING IS 24".
(C) MINIMUM CLEAR OPENING AREA IS 5.7 SQ. FT.
(D) BOTTOM OF OPENING NOT MORE THAN 44" ABOVE FLOOR.
"WINDOW SHALL BE OPERABLE AND OPENABLE FROM INSIDE WITHOUT THE
USE OF SEPARATE TOOLS. BARS, GRILLS OR SCREENS PLACED OVER WINDOW
SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF
A KEY, TOOL OR EXCESSIVE FORCE." (STATE FIRE MARSHAL'S OFFICE)
r 01 nil
vv v V L-I \ v lL-V V r-LL/-\1V
SCALE: 1/8" = 1'0"
SEE SPECIFICATION SECTIONS PAGE 7 OF 7
ROOF IS STICK FRAME EXCEPT WHERE TRUSSES ARE NOTED
SMOKE DETECTORS: -
----------- --
(S/D = SMOKE DETECTOR (APPROXIMATE LOCATION)
A SMOKE DETECTOR SYSTEM IS TO BE PROVIDED IN
ACCORDANCE WITH STATE AND LOCAL CODES. SMOKE
DETECTOR SYSTEM IS TO BE "HARD WIRED A.C/DC
(BATTERY BACKUP) INTERCONNECTED" SYSTEM WITH
DETECTORS LOCATED AT EACH BEDROOM, AT BEDROOM
HALLWAYS, ON MAIN FLOOR IF SEPARATE FROM
BEDROOM FLOOR AND AT LEAST ONE IN THE BASEMENT.
------------ ---- -- ---
18'-1 1 /2" 14'-7 3!4"
- - 8'-1 l 1/8" ---- - .. - -- -- --- 8'-8 318" — ---- - - -
---- - - 7'-8 1!4" -- ----
18'-1 1 !2" 9'-4 1 /4" 5'-3 1 /2" 10'-8 3/4" - 6'-2 1 /4" — — 1
—._- - 5'-8" 3'-31/8" -... - -- 5'-6 7/8" 3'-1 1 /2"
— — — — — ---- -------- --- — /�� — - --- 8'-37/8"
---
l
/ 1 T 7 \
DN m \ BATH (J,D2�
10'-1.1 8'-5" x 4'-11Lr—ui
- I..;
ICI I I - I -- - ❑ C� , -
I� EXTEND LOWER RIDGE AND / _
ml CONNECT TO UPPER RIDGE D21 0:
BEDROOM D1sl BATH b I\ co
QI I I / (S/Di ,' P # 3 r- 2'-0" - CLOSET \ o
I� I z - 9'-0" x 10'-0"
q 7'-0" x 10'-0"
ZI I -1 L — — -- — — — — — — — — — — — — -- — — w -- D19i 16'-2" x 10'-0" (OD.
LAV
Lu I I N N I I i 1 `\ �-
1 3/4" X 11 7/8" LVL
ml I w /1 -
o 1 \ VALLEY II i I 1
J I \ BEDROOM 1 - D2oj uN
`_.
rL
101 \ # 4 D17 (D18) (Dll D181 \
I i Iizz I \ 14'-3" x 17'-5"
(S/D
-
!!
�-HALL
X1 m17 ---
S/D) 24'-9" x 3'-5" 14'-1" --- - -- - --
1 III I r•\ - - - - -- -- - - - -- ------ --- 619% f :-
I I DOUBLE RAFTERS HERE
FOR RIDGE/VALLEY SUPPORT (D19)
� f= - - — - - - - - _ = = = = = I- - - - - --
co
Q I I I I I w -1" -
I III I I � 6'I I
I 9 -- —+—I - 16'-8 3/4" - -
1 III i j1 I I I BEARING WALL
SEE SECTION PAGE 7
co
BEARING WALL BELOW
--I--1
UNFINISHEDBONUSROOM I III
17'-8" x 37 -0 I oo I I
II I I I 0) —
I 2X10 RAFTERS I 2X6 CEILING JOISTS I 2X10 RAFTERS I I
I I-16" O.C. (OVER) —� I 16" O.C. (OVER) i I �— 16" O.C. (OVER)
I I I
I II I I I
I I I
1 i t 17'-8 1 /2" \ I I
I I I I I I \I I
l i 18'-3 1 /2" I X I
I
Ir�I 6 -0 I I I I \I
I! I I I I I \—
— — — — — — — — -
'I
----------------j-41--------- - - -
---
18'-3 1 /2"
16'-8 1 /2"
I
00
o I
BEDROOM
#2
9 14'-0" x 13'-10"
75'-0"
14'-4 1 /2"
6'-412" --r
O
J
w j
m
O
z I \
W 1
— m —
E'i
°;E z
0 D = , m
O Z=c o o j< -r-r pm
IS/D, � D = m -n
0 � �c I
.Z7 c..-
(n ct) y
M
tm" °° I m
n '
I 20
MASTER BDRM
\ 14'-0" x 17'-7" 1
WINDOW SEAT-7 I (D17)
�- ENGINEERED GIRDER ROOF TRUSS -►
WITH HANGERS PER MFR SPEC'S
- -- - - — 1--121
0
\
M
\
i
/
II �
-- -- W11--------I
2X8 RAFTERS
-� - 16" O.C. (OVER)
-
----------------1--------------- -
- 5'-7 1 /2" ----►I + -- 5'-7 1 /2" -rim -- 6'-10 1 /2" -- .� .-----_- 7'-6"
— -- — - 1 V-3" -- -- 14'-4 1 /2" - - —
co
"s
LLOYD CAPSON FOR ----
® SOUTH WINDS MR & MRS PIERRE GIROUX
OR, CT
N-_ItSILTE_G_IR t_y (860) 644-1059 SOUTH WINDSOR, CT
i
ATTIC
I
I
4 2X6 COLLAR TIES
16" O.C. (OVER)
I
I
I
I
I
I
I
I
ROOF LINE (TYPICAL)
2X8 RAFTERS
c 16" O.C. (OVER)
PROJECT PROPOSED NEW GIROUX RESIDENCE
DRAWING SECOND FLOOR PLAN AND ROOF OVERVIEW PLAN
SCALE 1/4" = 1'0" PAGE: OF:
UNLESS NOTED OTHERWISE
I DATE FEBRUARY 2003 [6 F7]
I L------ I I ---- -�
BONUS ROOM
(UNFINISHED)
GARAGE
FIRE RATED STEEL INSULATED DOOR
WITH SPRING BUTTS (SELF CLOSING)
4" RAISED CONCRETE SLAB
SECTION AT BONUS/GARAGE STAIRS
SEE SPECIFICATION SECTION, ADJACENT SECTIONS AND
FLOOR PLANS FOR SPECIFICATIONS NOT IN THIS SECTION
9'-2 1 /16"
STAIRWELL
2X8 RAFTERS 16" O.C. 1
io
STAIRWELL \\`
I\
co MIN
zo
12
6
u
12
�6
1 3/4" X 9 1/2" LVL RIDGE
2X8 CEILING JOISTS 16" O.C.
BEDROOM #4
2X4 16" O.C.NON-BEARING PARTITION
HALLWAY
LPI 32 (OR EQUAL)
9 112" 1 JOISTS 16" O.C.
(TYPICAL)
BEDROOM #4
STAIR PARAMETERS
9" = MINIMUM RUN PER STEP
10" = MIMIMUM TREAD WIDTH
RISE NOT TO EXCEED 8 1/4"
(TYPICAL)
UNFINISHED BASEMENT
J
SECTION AT CONNECTOR
SEE SPECIFICATION SECTION, ADJACENT SECTIONS AND
FLOOR PLANS FOR SPECIFICATIONS NOT IN THIS SECTION
NAIL OVERLAPPING CONNECTION
4 12D CC NAILS FROM EACH SIDE
2Xyo"-WF
TFRS o .
c \� 12
ATTIC - \ � 4
-2X4 16" O.C. KNEEWALL
2X6 RAFTERS 16" O.C.
_ 2- 1 3/4" X 9 1/2" LVL BEAM -
(TWO SPANS)
Z0% PEFORATED VINYL SOFFIT
I j ---- -VINYL SIDING
LAUNDRY PORCH
v
6X6 STRUCTURAL COLUMN
4" X 3500 LB CONCRETE
WITH 6-6-10-10 W.W.M. -----
�- -- ---- SLOPE MINIMUM 1" OUT
RIBBED METAL PANS
2-1 3/4" X 91/2" LVL BEAM TO BE SPECIFIED
(BOTH LEVELS) BY SUPPLIER
12
6
i
"COLD" STORAGE
/ ACTUAL TRUSS DESIGN AND CHORD
12 ` LAYOUT IS TO BE BY TRUSS MFR.
6 -
/i
MAIN MAIN i HALL
BATH BATH l
DINING
1
STAIR PARAMETERS
UNFINISHED BASEMENT 9"= MINIMUM RUN PER STEP
10" = MIMIMUM TREAD WIDTH
RISE NOT TO EXCEED 8 1/4"
(TYPICAL)
HEEL OF TRUSS RAISED TO MATCH
,i ADJACENT 2X8 STICK FRAME RAFTERS
STICK FRAME THIS SECTION
OR USE VALLEY SET
FROM TRUSS MFR.
GIRDER TRUSS WITH HANGERS
AS SPECIFIED BY TRUSS MFR.
BALCONY
ENTRY
MINIMUM
L_..
1 \�•
5p
b
MINIMUM
SECTION AT MAIN HOUSE AND MAIN STAIRS
SEE SPECIFICATION SECTION, ADJACENT SECTIONS AND
FLOOR PLANS FOR SPECIFICATIONS NOT IN THIS SECTION
12
6 r
i
1 ADJUST OVERHANG AT ACCENT GABLE EVES
AS REQUIRED FOR FASCIA ALIGNMENT
ALUMINUM FLASHING
(CAULK TO BOTTOM OF WINDOWS)
12
4
2X6 RAFTERS @ 16" O.C.
_- --` -- 4 IT
? i. SOLID BLOCKING I I
AT WALL LINE
2X10'S @ 16" O.C.
I I
I I
I I
PORCH
I I
I I
I I
I I
I I
COLD
ROOM
-- "ROLL VENT" (OR EQUAL) SHINGLE -OVER RIDGE VENT
SPECIFICATION SECTION
ENGINEERED ROOF TRUSSES 24" OC SCALE: 3/8 — 1 0
ACTUAL CHORD LAYOUT TO BE BY -
TRUSS MANUFACTURER
30YEAR FIBERGLASS SHINGLES ----- ------------- --,-- --
15 LB FELT ROOF SHINGLE UNDERLAYMENT
1/2" CDX PLYWOOD ROOF SHEATHING W/H CLIPS -
ROOF TRUSS TOP CHORD (PER MANUFACTURER) ALUMINUM DRIP EDGE i \
(2X4 SHOWN FOR ILLUSTRATION)
R-38 FIBERGLASS INSULATION /
\ WITH VENTILATION BAFFELS AT EVES
(TYPICAL AT EXTERIOR CEILINGS)
----- �,
� � TRUSS BOTTOM CHORD (PER MFR.)iL
2-2X10 W/1-2X6 HEADER ' }1
IN (TYPICAL UNLESS OTHERWISE NOTED ON FLOOR PLAN
VENTILATED VINYL SOFFIT -- - -
ALUMINUM WRAPPED 2X8 FASCIA
- 1/2" DRYWALL (TYPICAL THROUGHOUT)
- - - 2X4 STUDS 16" O.C. (TYPICAL AT
INTERIOR BEARING WALLS AND PARTITIONS)
2X6 STUDS 16" O.C. TYPICAL AT EXTERIOR WALLS - -
8'1 1/8"
8'1 1/8"
7;8„
R-19 FIBERGLASS BATT INSULATION
WITH VAPOR BARRIER TOWARD LIVING SPACE
(TYPICAL AT EXTERIOR WALLS) - -
3/4" T&G PLYWOOD SUBFLOOR
(GLUED & SCREW NAILED - TYPICAL) ---_.7
FLOOR JOISTS AS INDICATED AT FLOOR PLANS-----
��
NOTE: DOUBLE JOISTS AT ALL PARALELL
WALLS AND AT ALL HEADERED OPENINGS.
2-2X10 W/1-2X6 HEADER
(TYPICAL UNLESS OTHERWISE NOTED ON FLOOR PLAN)
xy
--- 1/2" DRYWALL (TYPICAL THROUGHOUT)
------- 2X4 STUDS 16" O.C. (TYPICAL AT
INTERIOR BEARING WALLS AND PARTITIONS)
2X6 STUDS 16" O.C. TYPICAL AT EXTERIOR WALLS
-
1/2" CDX PLYWOOD EXTERIOR WALL SHEATHING -
- - --
"TYVEK" OR EQUAL AIR INFILTRATION BARRIER UNDER SIDING.
-
VINYL SIDING -
--- -
R,19 FIBERGLASS BATT INSULATION
WITH VAPOR BARRIER TOWARD LIVING SPACE
_
(TYPICAL AT EXTERIOR WALLS)
3/4" T&G PLYWOOD SUBFLOOR
(GLUED & SCREW NAILED - TYPICAL) - -/
_
—._-- FLOOR JOISTS AS INDICATED AT FLOOR PLANS
���-- NOTE: DOUBLE JOISTS AT ALL PARALELL
WALLS AND AT ALL HEADERED OPENINGS. 2X6 P.T. SILL
-
�\ 1/2"X10" STEEL ANCHOR BOLTS 4' OC MAXIMUM
- -
-- 3-2X10 D.F. BUILT UP BEAM
(EXCEPT WHERE NOTEDD OTHERWISE)
- R-11 F.G. BATT INSULATION (VAPOR BARRIER TO HEATED SPACE)
3 1/2" LALLY COLUMN
10" 3000 LB MIN. CONCRETE FOUNDATION WALL -
-
WATERPROOFING (PER CODE REQUIREMENTS) --- — -
--
20"X10" CONTINUOUS 3000 LB MINIMUM
10"
CONCRETE FOOTING WITH KEYWAY ON
UNDISTURBED EARTH.
3 1/2" CONCRETE SLAB FLOOR (3000 LB MIX)
ON 6 MILL POLY VAPOR BARRIER
ON COMPACTED GRAVEL FILL &/OR UNDISTURBED EARTH
T24"X24"X12"
10"
20"
2500 LB MIN. CONCRETE
COLUMN FOOTING ON UNDISTURBED EARTH
—
=11
NOTE: 3500 LB CONCRETE REQUIRED AT GARAGE FLOOR,
AT PORCH SLAB AND ALL EXPOSED FLATWORK.
CwTO, II.II�ilRIu
42" MINIMUM
FINISH GRADE TO BOTTOM OF FOOTING
4" PERFORATED FOOTING DRAIN
WITH STONE SURROUND
�Illlilllllll—lam "
1I-
�)71111-1II-
I I I -I I I -III -III.
FOR. �ROIECT SCALE 1/4" = 1'0" PAGE: OF:
LLOYD CAPSON PROPOSED NEW GIROUX RESIDENCE UNLESS NOTED OTHERWISE
[7]
0 ® SOUTH WINDSOR, CT MR & MRS PIERRE GIROUX - - - - --- --- -- ----- -- - ---- --- -- - -- - - ----- -- -
SOUTH WINC)SOR, CT DRAWING DATE:
I—]
(860) 644-1059 SPECIFICATION SECTION AND DETAIL/STAIR SECTIONS FEBRUARY 2003
R�S_LD_E__NLTJAL—D�S_LG_N_ 1.—N— T_E_GR_.6_.T.Y, — -- ------ — — -- — — — — -- --- — -- — — — -- ---- — — — — -- — — ---