HomeMy WebLinkAboutFoundation Plan. M •
LIMITS OF STRUCTURE ABOVE
SCALE: Ya" = 1'-0"
I
t •
LIMITS OF EX I -3tIOR
DECK ABOVE (TYP)
8• X 8" PRESSURE
TREATED POST
(TYP FOR 8)
SECTION F2
SCALE: Y4" - 1 '-d•
SECTION F1
SCALE:%4" = 1'-0"
V_
SEE STAIR PLANS AND
SECTIONS FOR
FRAMING DETAILS
AND DIMENSIONS
r
8• THICK CAST IN PLACE CONCRETE LIMITS OF CANTILEVERED
FOUNDATION WALL (TYPICAL)- SEE FLOOR SYSTEM ABOVE G
FOUNDATION PLAN AND SECTIONS FOR
DIMENSIONS AND DETAILS
. 40 ao .
INSULATED kffA-L � — —
FLUE PIE
REVISION # 2:3/30/07 DELETED BSMT SHOWER AS PER UNCAS HEALTH
ELEV 396.67
PROPOSED RENOVATION OF CUMING/FINNERTY RESIDENCE
215B DOYLE ROAD, OAKDALE, CT 06370
GRADE 0
DRAWN BY: RWC
DATE: JAN 2007
SCALE: AS SHOWN
-�
:f
10• (12' AT FDTN AT
FRONT ENTRANCE)
� 5 RE (RADE 60)
4• THICK CONCRETE
4• THICK CONCRETE
AT 32.OC (TYPICAL)SLAB
ON GRADE
BLAB ON GRADE
10•
v11
INSTALL BITUTHENE WATERPROOFING
10 ML VAPOR BARRIER,
10 MIL VAPOR BARRIER,
' %j
MEMBRANE ON ALL FOUNDATION
CONTINUOUS UNDER
CONTINUOUS UNDER
3'-ttr"
WALLS BELOW GRADE
CONCRETE SLAB
CONCRETE SLAB
ELEV 388.00
•
# 5 DOWELS (GRADE 80)
,r,, , .
s
. r•.
AT 32.00 (TYPICAL)
'-• '
Q---- INSTALL4" DIA PERFORATED
0
PVC FDTN DRAIN PIPING IN
GRAVEL BED (TYPICAL)
GR/WULAR AAATERIAL FROM
F1
GRANULAR F1
•ON
SITE, COMPACTED
SITE, COI ACTED —
SECTION F2
SCALE: Y4" - 1 '-d•
SECTION F1
SCALE:%4" = 1'-0"
V_
SEE STAIR PLANS AND
SECTIONS FOR
FRAMING DETAILS
AND DIMENSIONS
r
8• THICK CAST IN PLACE CONCRETE LIMITS OF CANTILEVERED
FOUNDATION WALL (TYPICAL)- SEE FLOOR SYSTEM ABOVE G
FOUNDATION PLAN AND SECTIONS FOR
DIMENSIONS AND DETAILS
. 40 ao .
INSULATED kffA-L � — —
FLUE PIE
.. ... •'r • a: tt 1 y-� . � . � Y. •` •�:a •S• ;i ''•. ..�. f 't • .t•. �'R '� f •, •�q � !�ti���=��t:.
S .�•'-•••. .. S•,t• •{ -_ , •'�•r '•i iti �. r••.•'•wf . •�••• ••L •:: t,•- Y, '+ .• S'•,, a•�LI, •,j '!. .r t •f•4: .I••�1.. -
HEAT
UNIT O
FIVVFI
1 ITL 1 ITV
r X 8" STUDS
Q 18" OC W/ R-19
BATT INSULATION
19mliLlrolio
N
STORAGE
oz
Q.
BATH
b0
Std
t-.
FLUSH HEADER
(3)13/4• X 117/8"
G -P LAM LVL BEA
FINISHED FLOOR
ELEV : 388.00
t"—%A&/C
Iikvwgwjv1j
q
.. Y1rr.:?.S•Mr.'A•
BASEMENT FL PLAN
SCALE:%4" = 1 '-10"
1. ALL WORK SHALL CONFORM TO THE RESIDENTIAL. CODE OFCONNECTICUT.
2. ALL WORK SHALL CONFORM TO THE ENERGY CONSERVATION CONSTRUCTION CODE OF CONNECTICUT.
3. ALL ELECTRICAL WORK SHALL BE FIRE UNDERWRITERS INSPECTED AND APPROVED.
4. CARRY ALL FOUNDATIONS DOWN TO UNDISTURBED EARTH HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. NOTIFY ENGINEER IMMEDIATELY IF UNSUITABLE SOILS EXIST.
5. CONCRETE FOR FOOTINGS, FOUNDATIONS AND SLABS -ON -GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 31500 PSI AT 28 DAYS AND SHALL CONFORM TO THE LATEST
REQUIREMENTS OF ACI 3118.
6. CONCRETE BLOCK FOR FOUNDATIONS SHALL BE HOLLOW, LOAD-BEARING, CONFORMING TO THE LATEST REQUIREMENTS OF ASTM C-90.
7. FRAMING LUMBER SHALL BE DOUGLAS FIR, NO.2 GRADE OR BETTER, WITH A MINIMUM BASE VALUE EXTREME :FIBER STRESS IN BENDING OF 850 PSI. WOOD MEMBERS IN CONTACT WITH
CONCRETE OR MASONRY, USED FOR EXTERIOR DECKS OR PLATFORMS, OR WHERE INDICATED ON THE PLANS, SMALL BE SOUTHERN YELLOW PINE, PRESSURE TREATED TO RESIST DECAY.
FRAMING SHALL BE NO.2 GRADE OR BETTER AND DECKING SHALL BE NO.1 GRADE OR BETTER.
8. HEADERS SHALL BE SIZED AS SHOWN ON THE PLANS AND/OR IN THE DOOR AND WINDOW SCHEDULE. WHERE NOTED, HEADERS, RIDGE BEAMS, GIRDERS, VALLEY AND/OR HIP RAFTERS SHALL
BE CONSTRUCTED WITH G -P LAM LVL (LAMINATED VENEER LUMBER) BEAMS AS MANUFACTURED BY GEORGIA -PACIFIC AS SPECIFIED. ALL MANUFACTURER'S RECOMMENDED INSTALLATION
PROCEDURES SHALL BE COMPLIED WITH.
9. WHERE INDICATED ON THE DRAWINGS, FLOOR JOISTS ARE TO BE CONSTRUCTED WITH WOOD I -BEAMS AT THE SPACING SHOWN. THESE BEAMS SHALL BE WI 60 AS MANUFACTURED BY
GEORGIA PACIFIC. ALL FLAN DETAILS AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES SHA!€;. BE COMPLIED WITH.
10. DOUBLE FLOOR JOISTS SHALL BE INSTALLED UNDER ALL INTERIOR PARTITION WALLS RUNNING PARALLEL TO T HE JOISTS. SKYLIGHT OPENINGS IN ROOFS SHALL BE FRAMED WITH DOUBLE
ROOF RAFTERS ON BOTH SIDES AND DOUBLE HEADERS TOP AND BOTTOM.
11. THE CONTRACTOR AND ALL OF HIS SUBCONTRACTORS SHALL BE LICENSED AND INSURED TO PERFORM THE WORK OF THIS PROJECT AS REQUIRED BY THE LOCAL GOVERNING JURISDICTION.
12. THE CONTRACTOR SMALL VISIT THE PROJECT SITE PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VEt°-I1FY ALL EXISTING CONDITIONS AND DIMENSIONS. HE SHALL REPORT ANY
DESCREPANCIES BETWEEN THE PLANS AND HIS FINDINGS TO THE ENGINEER IN WRITING PRIOR TO THE START OFCONSTRUCTION.
13. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL ADHERE TO ALL APPLICABLE SAFETY STANDARDS AND REGULATIONS.
REVISION # 2:3/30/07 DELETED BSMT SHOWER AS PER UNCAS HEALTH
REVISION # 1: 3/30/07 ADDED WIND RESISTANT DETAILS
PROPOSED RENOVATION OF CUMING/FINNERTY RESIDENCE
215B DOYLE ROAD, OAKDALE, CT 06370
FOUNDATION PLAN & SECTIONS, BASEMENT FLOOR PLAN
GENERAL NOTES & SPECIFICATIONS
DRAWN BY: RWC
DATE: JAN 2007
SCALE: AS SHOWN
R,C, Design& Construction Engineering, P. C.
Bellport, New York 11713 (631) 286-3617
DWG 1 OF 5
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S .�•'-•••. .. S•,t• •{ -_ , •'�•r '•i iti �. r••.•'•wf . •�••• ••L •:: t,•- Y, '+ .• S'•,, a•�LI, •,j '!. .r t •f•4: .I••�1.. -
HEAT
UNIT O
FIVVFI
1 ITL 1 ITV
r X 8" STUDS
Q 18" OC W/ R-19
BATT INSULATION
19mliLlrolio
N
STORAGE
oz
Q.
BATH
b0
Std
t-.
FLUSH HEADER
(3)13/4• X 117/8"
G -P LAM LVL BEA
FINISHED FLOOR
ELEV : 388.00
t"—%A&/C
Iikvwgwjv1j
q
.. Y1rr.:?.S•Mr.'A•
BASEMENT FL PLAN
SCALE:%4" = 1 '-10"
1. ALL WORK SHALL CONFORM TO THE RESIDENTIAL. CODE OFCONNECTICUT.
2. ALL WORK SHALL CONFORM TO THE ENERGY CONSERVATION CONSTRUCTION CODE OF CONNECTICUT.
3. ALL ELECTRICAL WORK SHALL BE FIRE UNDERWRITERS INSPECTED AND APPROVED.
4. CARRY ALL FOUNDATIONS DOWN TO UNDISTURBED EARTH HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. NOTIFY ENGINEER IMMEDIATELY IF UNSUITABLE SOILS EXIST.
5. CONCRETE FOR FOOTINGS, FOUNDATIONS AND SLABS -ON -GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 31500 PSI AT 28 DAYS AND SHALL CONFORM TO THE LATEST
REQUIREMENTS OF ACI 3118.
6. CONCRETE BLOCK FOR FOUNDATIONS SHALL BE HOLLOW, LOAD-BEARING, CONFORMING TO THE LATEST REQUIREMENTS OF ASTM C-90.
7. FRAMING LUMBER SHALL BE DOUGLAS FIR, NO.2 GRADE OR BETTER, WITH A MINIMUM BASE VALUE EXTREME :FIBER STRESS IN BENDING OF 850 PSI. WOOD MEMBERS IN CONTACT WITH
CONCRETE OR MASONRY, USED FOR EXTERIOR DECKS OR PLATFORMS, OR WHERE INDICATED ON THE PLANS, SMALL BE SOUTHERN YELLOW PINE, PRESSURE TREATED TO RESIST DECAY.
FRAMING SHALL BE NO.2 GRADE OR BETTER AND DECKING SHALL BE NO.1 GRADE OR BETTER.
8. HEADERS SHALL BE SIZED AS SHOWN ON THE PLANS AND/OR IN THE DOOR AND WINDOW SCHEDULE. WHERE NOTED, HEADERS, RIDGE BEAMS, GIRDERS, VALLEY AND/OR HIP RAFTERS SHALL
BE CONSTRUCTED WITH G -P LAM LVL (LAMINATED VENEER LUMBER) BEAMS AS MANUFACTURED BY GEORGIA -PACIFIC AS SPECIFIED. ALL MANUFACTURER'S RECOMMENDED INSTALLATION
PROCEDURES SHALL BE COMPLIED WITH.
9. WHERE INDICATED ON THE DRAWINGS, FLOOR JOISTS ARE TO BE CONSTRUCTED WITH WOOD I -BEAMS AT THE SPACING SHOWN. THESE BEAMS SHALL BE WI 60 AS MANUFACTURED BY
GEORGIA PACIFIC. ALL FLAN DETAILS AND MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES SHA!€;. BE COMPLIED WITH.
10. DOUBLE FLOOR JOISTS SHALL BE INSTALLED UNDER ALL INTERIOR PARTITION WALLS RUNNING PARALLEL TO T HE JOISTS. SKYLIGHT OPENINGS IN ROOFS SHALL BE FRAMED WITH DOUBLE
ROOF RAFTERS ON BOTH SIDES AND DOUBLE HEADERS TOP AND BOTTOM.
11. THE CONTRACTOR AND ALL OF HIS SUBCONTRACTORS SHALL BE LICENSED AND INSURED TO PERFORM THE WORK OF THIS PROJECT AS REQUIRED BY THE LOCAL GOVERNING JURISDICTION.
12. THE CONTRACTOR SMALL VISIT THE PROJECT SITE PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VEt°-I1FY ALL EXISTING CONDITIONS AND DIMENSIONS. HE SHALL REPORT ANY
DESCREPANCIES BETWEEN THE PLANS AND HIS FINDINGS TO THE ENGINEER IN WRITING PRIOR TO THE START OFCONSTRUCTION.
13. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL ADHERE TO ALL APPLICABLE SAFETY STANDARDS AND REGULATIONS.
REVISION # 2:3/30/07 DELETED BSMT SHOWER AS PER UNCAS HEALTH
REVISION # 1: 3/30/07 ADDED WIND RESISTANT DETAILS
PROPOSED RENOVATION OF CUMING/FINNERTY RESIDENCE
215B DOYLE ROAD, OAKDALE, CT 06370
FOUNDATION PLAN & SECTIONS, BASEMENT FLOOR PLAN
GENERAL NOTES & SPECIFICATIONS
DRAWN BY: RWC
DATE: JAN 2007
SCALE: AS SHOWN
R,C, Design& Construction Engineering, P. C.
Bellport, New York 11713 (631) 286-3617
DWG 1 OF 5
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1 PLAN 5 H 0 W I NG
L.A N Q & BUI LDI NG
4 0 W OR .FORMERLY of
4F�• {
COR N ELI US P.i MATTH E W P,,M.c NAMAR
U
M a N T V ILL E,CON NECT I C U T
.SCALE 1 4C
OCTOBER 1967
S
�Yl
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1 ► � , . i. �,, Sri ; . r
TI.i L.Lt ..C�fC�...71RR+."i4iF .X..:..s'.s.•e.�.wr .. !i
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■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ ■■■
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MINE
MINE
MINIM
�101101
MINE
EE
�� � :��t�tlt�t 1 t�♦itlt�t!111�1t�t�ttt�tl�
INSTALL ASPHALT ARCHITECTURAL ROOF
SHINGLES- STYLE & COLOR AS SELECTED
BY OWNER. MINIMUM 40 YEAR GUARANTEE
fr X fr POST
CONSTRUCT RAMP TO
SUIT FROM PORCH TO
EXIST' GRADE—
EL 386.87
RADE
-a-a i • i • •• t+,
• i • •- ii' • a
ALT
1
. • Ob
•� • .-. -� .Ilii
SIDING/ STYLE AS SELECTED
BY OWNER
RAILINGS OMITTED TO
SHOW DOORS BEYOND
12
14
12
31/2
X f' POST (TYPICAL)
c41:•�i •
• AkLICCI
t'-�i
it x Ir POST (TYPICAL)
r- Ow
r4r
12
14
AMOXIMATE PROP08ED GRADE AT
EXIST GRADE FOUNDATION
PROPOSED FOUNo,►nar
F°°rnrG- SEE FouNDr►n°" III i
PLAN FOR ADDITIONAL rJ%l')� _
a9!!.Q! Eff
NORTH ELEVATION
EL 388.00
EL 384.33
EL 387.00
L —1
EL 9stoo
:. �i •
'...•� � •tea.•.: ' =�3 •. r i
W X W POST (1YP} (4)
ADDITIONAL POSTS
TYPICAL THIS SIDE BUT
NOT SHOWN FOR CLARITY
EL 387
RAJUNGS OMITTED TO
SHOW DETAILS BEYOb
. (TYP} (2) ADDITIONAL
CAL THIS SIDE BUT NOT
2 CLARITY
crwY (2) noomor,AL
'HIS SIDE NOT sfioWna
Y
12
41
12
41
EL 388.a
12
41
7
■■■ ■■■ �;. i il■r` ■■■
=-_MEN OEM
ME
_I
----�
12
�7
' R/11LIN(i8 OMITTED TO
SHOW DET/11L8 BEYOND
PROP08EDQFiADE� i
i
i
— PROPOSED FOUNDATION
FOOTINGI- SEE FOUNDATION
PLAN FOR ADDITIONAL INFO
8" X fr POST (TYP)
APPROXIMATE /
EXIST GRADE
of - V X W POST (TYP)- (4) ADDITIONAL
POSTS TYPICAL THIS SIDE BUT NOT
z SHOWN FOR CLARITY
ft m POURED IN PLACE CONC FOOTING
FOR POSTS (TYP)- (4) ADDITIONAL
FOOTINGS THIS SIDE NOT SfIOWN
_ FOR CLARITY
■■■ i ■■■
■■■
81
PROPOSED FOUNDATIONFOOTING- SEE FOUNDATION
PLAN FOR AMITIONAL INFO
I �
REVISION # 1: 3/30/07 ADDED WIND RESISTANT DETAILS
PROPOSED RENOVATION OF CUMING/FINNERTY RESIDENCE
215B DOYLE ROAD, OAKDALE, CT 06370
ELEVATIONS
DRAWN BY: RWC DATE: JAN 2007 SCALE: 1/4' =1'-W
•
R. .Design & calc.a0� EnglneeringP. C.
Bell New York 11713 631 286-3617 DWG 5 OF 5
P� � J
SH FLOOR OPENING
:NSIONS FOR STAIR
ALLATION SHOWN
FIRST_ ----FLOOR
c ••- •- c
• t
SCALE: 1/4" = 1'-0"
Y..
FIRST FLOOR
MARK
NO. OF
DESCRIPTION
HEADER
NUMBER
UNITS
2'-6" X 6'-8" INTERIOR PRE -HUNG SNOOD DOOR, SME AS SELECTED BY OWNER.
SIZE
D1-1
1
3'-0" X 6'-8" EXTERIOR PRE -HUNG FIBERGLASS ARCHED DOOR, STYLE AS
(3) 2" X 8"
DB -2
2
SELECTED BY OWNER.
(2) 7 X 6"
D1-2
1
2'-6" X 6'-8" INTERIOR PREHUNG WOOD DOOR, STYLE AS SELECTED BY OWNER.
(2) r X 6"
D1-3
1
2'-00 X 6'-8" INTERIOR PREHUNG WOOD DOOR, STYLE AS SELECTED BY OWNER.
(2) 2" X 6"
D1-4
3
6'- `W X V -11"H ANDERSEN FRENCHWOOD HINGED PATIO DOOR, MODEL NO.
(3)1 3140 X 71/2"
FINISH, FOREST G SEN EXTERIOR FINISH & METRO HARDWARE IN STONE FINISH.
FWH60611 PALK W/ (2) GLIDING INSECT SCREENS, (I I DOUBLE INSECT SCREEN
GP -LAM LVL
1
ANDERSEN SPRINGLINE WINDOW, MODEL NO. SE312, IN FOREST GREEN
TRACK KIT AND PINE VENEER INTERIOR FINISH, PLUS (1) TRANSOM UNIT, MODEL
'•�
WB -1
EXTERIOR FINISH.
NO. FWT-2-6016, ALL IN FOREST GREEN EXTERIOR FINISH.
W2-2
W1-1
1
ANDERSEN WOODWRIGHT DOUBLE HUNG WINDOW, MODEL NO.WDH2O310, WITH
(3) 2" X W
PINE INTERIOR FINISH AND FOREST GREEN EXTERIOR FINISH W/ INSECT SCREEN
PINE INTERIOR FINISH, FOREST GREEN EXTERIOR FINISH, INSECT SCREEN IN
_ DEMING, COLOR
IN FOREST GREEN & CLASSIC HARDWARE IN STONE FINISH.
STONE & CLASSIC HARDWARE IN STONE FINISH.
W2-3
W1-2
1
ANDERSEN WOODWRIGHT DOUBLE HUNG WINDOW, MODEL NO.WDH2O210, WITH
(3) 2" X 8"
REINFORCED MULLION, WITH FOREST GREEN EXTERIOR FINISH, INSECT SCREEN
PINE INTERIOR FINISH, FOREST GREEN EXTERIOR FINISH, INSECT SCREEN IN
1?
IN STONE & CLASSIC HARDWARE IN STONE FINISH.
STONE & CLASSIC HARDWARE IN STONE FINISH.
W2-4
W1-3
1
ANDERSEN WOODWRIGHT DOUBLE HUNG WINDOW, MODEL NO.WDH26210, WITH
(3) 2" X 8"
•.�:.� •.. i '
SUPPORT MULLIONS, WITH FOREST GREEN EXTERIOR FINISH, INSECT SCREEN IN
PINE INTERIOR FINISH, FOREST GREEN EXTERIOR FINISH, INSECT SCREEN IN
STONE & CLASSIC HARDWARE IN STONE FINISH.
FOREST GREEN & CLASSIC HARDWARE IN STONE FINISH PLUS (1) TRANSOM UNIT
W2-5
1
TWO (2) ANDERSEN WOODWRIGHT DOUBLE HUNG WINDOWS, MODEL NO.
MODEL NO.WTR2615 WITH FOREST GREEN EXTERIOR FINISH.
W14
3
ANDERSEN WOODWRIGHT DOUBLE HUNG WINDOW, MODEL NO.WDH2642,
(3) r X 8"
EXTERIOR FINISH, INSECT SCREEN IN FOREST GREEN & CLASSIC HARDWARE IN
COTTAGE SME, WITH PINE INTERIOR FINISH, FOREST GREEN EXTERIOR FINISH,
STONE FINISH.
INSECT SCREEN IN FOREST GREEN & CLASSIC HARDWARE IN STONE FINISH PLUS
W2-6
2
ANDERSEN WOODWRIGHT DOUBLE HUNG WINDOW, MODEL NO. WDH2636, WITH
(1) TRANSOM UNIT MODEL NO.WTR2615 WITH FOREST GREEN EXTERIOR FINISH.
R•I
y.•
PINE INTERIOR FINISH, FOREST GREEN EXTERIOR FINISH, INSECT SCREEN IN
THREE (3) ANDERSEN WOODWRIGHT DOUBLE HUNG WINDOWS, MODEL
(3)1 314" X 71/2"
W1-5
1
NO.WDH2652, COTTAGE SME, JOINED W/ LVL MULLIONS, WITH PINE INTERIOR
GP -LAM LVL
FINISH, FOREST GREEN EXTERIOR FINISH, INSECT SCREEN IN FOREST GREEN &
CLASSIC HARDWARE IN STONE FINISH PLUS THREE (3) TRANSOM UNITS MODEL
NONTR2615 WITH FOREST GREEN EXTERIOR FINISH.
FOUR (4) ANDERSEN WOODWRIGHT DOUBLE HUNG WNDOWS, MODEL
(3)13/4" X 71/7
W1-6
1
NO.WDH2652, COTTAGE STYLE, JOINED W/ LVL MULLIONS, WITH PINE INTERIOR
GP -LAM LVL
FINISH, FOREST GREEN EXTERIOR FINISH, INSECT SCREEN IN FOREST GREEN &
CLASSIC HARDWARE IN STONE FINISH PLUS FOUR (4) TRANSOM UNITS MODEL
NONTR2615 WITH FOREST GREEN EXTERIOR FINISH.
NOTES:
1. CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW ROUGH OPENING REQUIREMENTS WITH EACH RESPECTIVE MANUFACTURER.
2. ALL DOORS AND WINDOWS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFIC INSTRUCTIONS AND
RECOMMENDATIONS, INCLUDING THE USE OF APPROPRIATE SEALANTS, FLASHINGS, ETC.
3. ALL DOORS AND WINDOWS TO BE SUPPLIED WITH HIGH PERFORMANCE LOW E4 GLASS.
4. ALL DOORS AND WINDOWS TO BE PROVIDED WITH PINE EXTENSION JAMBS FOR 6a' WALL THICKNESS.
iyI1114 •.�
. ..............
STAIR SECTION
A W m�
MARK
NUMBER
NO. OF
UNITS
DESCRIPTION
HEADER
S IZE
132-1
3
2'-6" X 6'-8" INTERIOR PRE -HUNG SNOOD DOOR, SME AS SELECTED BY OWNER.
(2) 2" X 6"
D2-2
2
ONE (1) PAIR OF 2'-U" X 61-8" INTERIOR WOOD DOORS WITH SLIDING DOOR
(2) 2" X 6"
DB -2
2
HARDWARE, STYLE AS SELECTED BY OWNER.
THREE (3) ANDERSEN FRENCHWOOD HINGED PATIO DOORS, MODEL NOS.
(2) 7 X 6"
132-3
2
(3)1 3140 X 7 'Il'2"
(3) 2" X 8"
DB -4
FWH2968AL, FW .; AND FWH,2968AR, JOINED WITH LVL MULLIONS, (2) ACTIVE
GP -LAM LVL J
(3)13/4" X 71/2"
DOORS W/ HINGED INSECT SCREENS IN FOREST GREEN, PINE VENEER INTERIOR
FWH29038AL, FWH2968S AND FWH2968AR, JOINED WITH LVL MULLIONS, (2) ACTIVE
GP -LAM LVL
FINISH, FOREST G SEN EXTERIOR FINISH & METRO HARDWARE IN STONE FINISH.
DOORS W/ HINGED INSECT SCREENS IN FOREST GREEN, PINE VENEER INTERIOR
W2-1
1
ANDERSEN SPRINGLINE WINDOW, MODEL NO. SE312, IN FOREST GREEN
(3) r X 8"
'•�
WB -1
EXTERIOR FINISH.
ANDERSEN WOODWRIGHT DOUBLE HUNG WINDOW, MODEL NO.WDH2O210, WITH
W2-2
2
ANDERSEN WOODWRIGHT DOUBLE HUNG WINDOW, MODEL NO. WDH26310, WITH
(3) 7 X W
PINE INTERIOR FINISH AND FOREST GREEN EXTERIOR FINISH W/ INSECT SCREEN
FOREST GREEN & CLASSIC HARDWARE IN STONE FINISH.
_ DEMING, COLOR
IN FOREST GREEN & CLASSIC HARDWARE IN STONE FINISH.
W2-3
1
TWO (2) ANDERSEN AWNING WINDOWS, MODEL NO. AW31, JOINED WITH NON
(3)13/4" X 71/2"
REINFORCED MULLION, WITH FOREST GREEN EXTERIOR FINISH, INSECT SCREEN
GP -LAM LVL
1?
IN STONE & CLASSIC HARDWARE IN STONE FINISH.
W2-4
2
THREE (3) ANDERSEN AWNING WINDOWS, MODEL NO. AR21, JOINED WITH WOOD
(3) 2" X 4"
•
�.
•.�:.� •.. i '
SUPPORT MULLIONS, WITH FOREST GREEN EXTERIOR FINISH, INSECT SCREEN IN
(SEE PLANS)
STONE & CLASSIC HARDWARE IN STONE FINISH.
W2-5
1
TWO (2) ANDERSEN WOODWRIGHT DOUBLE HUNG WINDOWS, MODEL NO.
(3)1 3140 X 71/7
WDH2636, JOINED W/ LVL MULLION, WITH PINE INTERIOR FINISH, FOREST GREEN
GP -LAM LVL
EXTERIOR FINISH, INSECT SCREEN IN FOREST GREEN & CLASSIC HARDWARE IN
STONE FINISH.
W2-6
2
ANDERSEN WOODWRIGHT DOUBLE HUNG WINDOW, MODEL NO. WDH2636, WITH
(3) 7 X 8"
R•I
y.•
PINE INTERIOR FINISH, FOREST GREEN EXTERIOR FINISH, INSECT SCREEN IN
_
FOREST GREEN & CLASSIC HARDWARE IN STONE FINISH.
:MENT
MARK
NO. OF
•
HEADER
NUMBER
UNITS
DESCRIPTION
SIZE
DB4
2
2'-0" X6'-80 INTERIOR PRE -HUNG WOOD DOOR, SME AS SELECTED BY OWNER
(2) 20 X 6"
DB -2
2
! 7-6"X X3'-8" INTERIOR PRE -HUNG WOOD DOOR, STYLE AS SELECTED BY OWNER.
(2) 7 X 6"
DB -3
1
3'-0" X 6'4r PREHUNG INSULATED STEEL DOOR, STYLE AS SELECTED BY OWNER.
(3) 2" X 8"
DB -4
1
THREE (3) ANDERSEN FRENCHWOOD HINGED PATIO DOORS, MODEL NOS.
(3)13/4" X 71/2"
::;
FWH29038AL, FWH2968S AND FWH2968AR, JOINED WITH LVL MULLIONS, (2) ACTIVE
GP -LAM LVL
HANDRAILAND OPENPORCH
DOORS W/ HINGED INSECT SCREENS IN FOREST GREEN, PINE VENEER INTERIOR
• •
BALLUSTERS TO
FINISH, FOREST GREEN EXTERIOR FINISH & METRO HARDWARE IN STONE FINISH.
'•�
WB -1
2
ANDERSEN WOODWRIGHT DOUBLE HUNG WINDOW, MODEL NO.WDH2O210, WITH
(3) 7 X 8"
OD
1w X Ir '
PINE INTERIOR FINISH, FOREST GREEN EXTERIOR FINISH, INSECT SCREEN IN
FOREST GREEN & CLASSIC HARDWARE IN STONE FINISH.
_ DEMING, COLOR
+ FIBER CEMENT SIDING .SELECTED BY OWNER
+ "HOMESUCK W PLUS TYPAR RAINSCREEN AND
HOUSE WRAP
+ 1/2" CDX PLYWOOD SHEATHING
+ r X 6" LSL FRAMING MEMBERS CONTINUOUS
Q 16" OC (AT STAIR TOWER WALLS ONLY)
+ 51/2" THICK, R-19 FIBERGLASS BATT INSULATION
W/ VAPOR BARRIER
+ INTERIOR FINISH MATERIAL AS SHOWN
rxar RrsQ 160 OC 12
(SEE 7YP ROOF CONST 4
FOR MORE DETAILS) �
INSTALL SIMPSON # CS20
STRAP TIES, 18" LONG, Q
32" OC MPICAL) --�
12
4F o
12
41 __.i
.1aY4"X12'GP4AM
LVL RIDGE BEAM
LIIY4"X 12"GP4AM\
LVL RIDGE BEAM
(BEYOND)
MIN. 2" X 4" EXPOSED
COLLAR TIES Q 4'-0" OC
MAX
rr X 12* FLOOR
Jowm Q 16" OC
(BEYOND)
Lr
•:
•
PROPOSED RENOVATION OF CUMING/FINNERTY RESIDENCE
2156 DOYLE ROAD, OAKDALE, CT 06370
SECTIONS AND DETAILS, STAIR PLANS AND SECTIONS
DOOR AND WINDOW SCHEDULES
GP LAM
x r cLG isTs
„ 164 •
!;
�.;
R.C. Design& c«. Em, P. c.
Beliport, New Yaic 11713 (631) 286-3617
pyyG 4 OF 5
LVL HEADER (71
PINE • . . Ct
•".;
'�•�-
• -
: : •
.�
•i
::;
•
HANDRAILAND OPENPORCH
••
�.
• •
BALLUSTERS TO
'•�
._
OD
1w X Ir '
_ DEMING, COLOR
SELECTED BY OWNER-
1?
.���WA
- • -
•
�.
•.�:.� •.. i '
R•I
y.•
_
1'4r DIA X 3'-0" (MIN) DEEP CAST IN ' k
PLACE CONC FOOTING (IYP-SEE
FDTN PLAN FOR LOCATIONS
TYPICAL STAIR PLATFORM CONSTRUCTION:
+ PINE FINISH FLOORING AS SELECTED BY
OWNER
+ 9Y4" "STURDI-FLOOR PLYWOOD SUBFLOOR
+ 2"X 8" FLOOR JOISTS Q 16" OC
+ 4" THICK FIBERGLASS SOUND ATTENUATION
BATTS (1 ST FLOOR ONLY)
+ INTERIOR FINISH MATERIAL ON UNDERSIDE OF
PLATFORM AS SHOWN (1ST FLOOR ONLY)
SCALE: %a° = 1'-0"
INSTALL SIMPSON # H2 TIES
Q EACH STUDIRAFTER
CONNECTION (TYPICAL.)
21914
••-
INSTALL 2" X 6"
BLOCKING BETWEEN
STUDS AT 2ND
FLOOR LEVEL
IST FLOOR
INSTALL SIMPSON # SSP
STUD PLATE TIES Q 320
OC (TYPICAL)
' BSMT FLOOR
REVISION # 1:3/30/07 ADDED WIND RESISTANT DETAILS
PROPOSED RENOVATION OF CUMING/FINNERTY RESIDENCE
2156 DOYLE ROAD, OAKDALE, CT 06370
SECTIONS AND DETAILS, STAIR PLANS AND SECTIONS
DOOR AND WINDOW SCHEDULES
DRAWN BY: RWC
DATE: JAN 2007
SCALE: AS SHOWN
R.C. Design& c«. Em, P. c.
Beliport, New Yaic 11713 (631) 286-3617
pyyG 4 OF 5
TOP OF COLUMN
ELEV 395.67 --
Ir X Ir CONCRETE
COLUMN WITH
BRICK VENEER ,
TYPICAL. CEILING CONSTRUCTION:
+rXB"CLGJOISTSQIrOC
+ 91/2" THICK, R-30 FIBERGLASS BATT INSULATION
W/ VAPOR BARRIER
+ 1/2" GYPSUM BOARD- TAPED, SPACKLED & PANTED
OR OTHER FINISH MATERIAL. AS SHOWN
r X 10" RR'S Q 18" OC- SEE TYP
ROOF CONST FOR MORE DETAILS
TYPICAL. ROOF CONSTRUCTION:
+ FIBERGLASS ROOF SHINGLES SELECTED BY
OWNER
+ 112" COX PLYWOOD SHEATHING
+ r X 120 ROOF RAFTERS Q 18" OC
+ 91/r THICK, R-30 FIBERGLASS BATT INSULATION
W/ VAPOR BARRIER- USE RAFT -R -MATE VENT PANELS
AT SLOPED ROOF CONDITION
+ 1/2" GYPSUM BOARD- TAPED, SPACKLED S PAINTED
OR OTHER FINISH MATERIAL AS SHOWN
INSTALL SIMPSON # C820
STRAP TIES, 18" LONG, Q
3r OC (TYPICAL)
INSTALL RAFTER -MATE
VENT PANELS AT ROOF
SLOPE (TYPICAL)
TYPICAL CEILING CONSTRUCTION:
+ 2" X 8" CLG JOISTS 0 16" OC
+ 91/2" THICK, R -W FIBERGLASS BATT INSULATION
W/ VAPOR BARRIER
+ 1/2" GYPSUM BOARD- TAPED, SPACKLED & PAINTED
OR OTHER FINISH MATERIAL AS SHOWN
1%? X18" G -P LAM LVL RIDGE BEAM
12
71
TYPICAL ROOF CONSTRUCTION:
+ FIBERGLASS ROOF SHINGLES SELECTED BY
OWNER
+ 1/r CDX PLYWOOD SHEATHING
+ 2" X 12" ROOF RAFTERS Q 16" OC
+ 91/r THICK, R-30 FIBERGLASS BATT INSULATION
W/ VAPOR BARRIER- USE RAFT -R -MATE VENT PANELS
AT SLOPED ROOF CONDITION
+ 1/20 GYPSUM BOARD- TAPED, SPACKLED & PAINTED
OR OTHER FINISH MATERIAL AS SHOWN
INSTALL SIMPSON # CS20
STRAP TIES, lir LONG, Q
3r OC (TYPICAL)
12
7 INSTALL RAFTER -MATE
VENT PANELS AT ROOF
SLOPE (TYPICAL)
(3) 2" X 4" HEADER)
r X 4" Q 16" OC STUD
PROPOSED RENOVATION OF CUMING/FINNERTY RESIDENCE
2156 DOYLE ROAD, OAKDALE, CT 06370
SECTIONS AND DETAILS
INSTALL SH2
DATE: JAN 2007
SCALE: AS SHOWN
r X 4" Q 18" OC STUD
DWG 3 OF 5
_44
INSTALL
TIES #
WALL CONST W/
HURRICANETIES �
OC (TYPICAL)
WALL CONST W/
HURRICANE Q 3r
SOUND INSULATION
SOUND INSULATION
OC (TYPICAL)
(3) r X 8" HEADER
TYPICALEXTERIOR WALL :
+ FIBER CEMENT SIDING SELECTED BY OWNER
Irad
.-
+ "HOMESLICKER* PLUS TYPAR RAINSCREEN AND
O
W,
BEDROOM
BATH
C?IN
HALLWA
HOUSE WRAP
+ 1/2" CDX PLYWOOD SHEATHING
ROOF FRAMING BEYOND-
d
89
(2)1314" X 117/8" G -P LAM
LVL RIM BOARDS OYPICAL,
+ r X 6" STUDS Q 1(" OC
THICK,
SEE SECTION B
+ 51/r R-19 FIBERGLASS BATT INSULATION
THIS SIDE ONLY)
W/ VAPOR BARRIER
12
74
r X 8" RR'S Q 18" OC 12
+ 1/r GYPSUM BOARD- TAPED, SPACKLED $ PAINTED
�
(SEE TYP ROOF CONST 4
LOR OTHER FINISH MATERIAL AS SHOWN
_ ._ 12
FOR MORE DETAILS)
INSTALL SIMPSON #CS20
STRAP TIES, 36" LONG, Q
32" OC (TYPICAL)
INSTALL SIMPSON OCS20
STRAP TIES, 24" LONG, Q
3r OC (TYPICAL)
INSTALL SIMPSON # H8
HURRICANE TIES Q 32"
OC (TYPICAL)
(3) I ' X W4 GP
LVL HE:ADEI-
8"X8• POST
(TYPICAL) _.
ATTACH HEADER TO
COLUMN W/ (1)
SIMPSON GU35A
BEAM :SEAT DRILL
INTO TOP OF
COLUMN AND
GROUT AS REM 4
12* X 1r' CONCRETE
COLUMN WrTH
BRICK VENEER
BEYOND
r X W CLG JSTS 0 IW OC
PINE BEADBOARD CLG
FINISH
1" X I' "TREX*
DECKING, COLOR AS
SELECTED BY OWNER
(3) r X Ir PRESSURE
TREATED HEADER
INSTALL SIMPSON #
LUS28 JOIST HANGERS
EACH CONNECTION,
BOTH ENDS OF JOIST
(TYPICAL)
INSTALL SIMPSON SCO20 STRAP
TIES, 36" LONG, Q 3r OC (TYPICAL)
13/4" X 117/8" G -P LAM LVL RIM BOARD (TYPICAL.)
TYPICAL FLOOR CONSTRUCTION:
+ PINE FINISH FLOORING AS SELECTED BY OWNER
+ 3'4" "STURDI-FLOOR PLYWOOD SUBFLOOR
GREAT ROOM + 11%6" WI 60 WOOD I -BEAM JOISTS Q 16" OC
+ 4" THICK FIBERGLASS SOUND ATTENUATION BATTS
+ 1/2" GYPSUM BOARD- TAPED, SPACKLED $ PAINTED
i OR OTHER FINISH MATERIAL AS SHOWN
INSTALL SIMPSON #CS20
STRAP TIES, 24" LONG, Q
3r OC (TYPICAL)
'�--13/4" X 117/8" G -P LAM LVL RIM BOARD (TYPICAL)
r X 8" PRESSURE TREATED '
FLR JSTS Q 18" OC
•� '.4" -INSTALL SIMPSON # H8
r
HURRICANE TIES Q 3r
OC (TYPICAL)
" 'CAL)
GAME
s
+,t
r i
In,5m,qi'r
:irC71 . .
REVISION # 1:3/30/07 ADDED WIND RESISTANT DETAILS
PROPOSED RENOVATION OF CUMING/FINNERTY RESIDENCE
2156 DOYLE ROAD, OAKDALE, CT 06370
SECTIONS AND DETAILS
DRAWN BY: RWC
DATE: JAN 2007
SCALE: AS SHOWN
R.C. Design & c«, avi, P. C.
BelipoR, New York 11713 (631)286-3617
DWG 3 OF 5
BRICK VENEER WITH
ALUMINUM CAP. CAP
SHALL BE WATERTIGHT
AND FLASHED TO
SIDING (TYP FOR 2)
SEE STAIR PLANS AND
SECTIONS FOR
FURTHER DETAILS -
RAILING TO CODE WIPOSTS
AND I ALL.USTERS {TYPICAL)
NOTE: TOP OF WALLTO BE
FLUSH WITH TOP OF STAIR
STRINGERABOVE
r X r POST (TYPICAL}
_I�ALL_ M1
STAIRS TO GRADE W/
RAILINGSAND
BALLUSTERS TO CODE
!.!. ! vi =:. _ ..t
CUPOLA OPENING
ABOVE
B
3
� F Y