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PLUMBING 6 �' --3 •t8 L4� L4Og
ALL PLUMBING WASTE
&WATER LINES NEED ONLE D CONRENTBEFo E PROJECT DIRECTORY
TESTING BEFORE COVERING GENERAL NOTES
CERTIFICATE OF OCCUPANCY
APPROVED AS NOTED SOLDER USED IN WATER
All work and materials shall be in strict
O`3 SUPPLY SYSTEM CANNOT OWNER: accordance with local building codes.
DATE, B.P.� � ��
00 EXCEED 2/10 OF 1%LEAD.FEE Jennifer & Davis Clayson Contractor shall provide all tools, materials,
:
NOTI BUILDING DEPARTMENT AT Crescent Avenue labor and equipment necessary to provide
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: Fish a complete installation of the work
Fishers Island, New York described in these drawings.1. FOUNDATION - TWO REQUIRED g .
FOR POURED CONCRETE
Drawings are not to be scaled in the field.
2. - RAMING & PLUMBING
3. INSULATION Written dimensions take priority. Verify
4. FINAL - CONSTRUCTION MUST P tY fY
BE COMPLETE FOR C.O. with architect any discrepancies between
ALL CONSTRUCTION SHALL MEET THE ARCHITECT: drawings and field conditions before
REQUIREMENTS OF THE CODES OF NEW
proceeding with new work.` BD Design Inc.
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. 79 E. Putnam Avenue General Contractor and all sub-contractors
Greenwich, CT 06830 shall be familiar with all drawings for
U",7EI►►9ERS CERTI7CATh project. Information for all trades appears
RSOU a 1ED
COMPLY WITH ALL 60DES 0,7 Tel. (203) 983-6083 on all sheets.
NEW YORK STATE t TOWN CODES
AS REQUIRED AND CONDITIONS OF BD Design Inc., shall retain all copyrights,
SOPOLDT0'.."JMA
and all statutory and common law rights
souTHOLDTo�r�ai �M..;e . CONTRACTOR:
with regard to these plans and the building
,.���= SOtlTHOLDT4'�"ITF;OSTEES _ design depicted therein. Any reproduction,
BD Remodeling and Restoration change or assignment to a third party shall
N.Y.S.M-C The Gloaming, P.O. Box 447 not occur without first obtaining the
expressed written permission and consent
Fishers Island, NY 06390 of BD Design Inc.
RETAIN STORM WATER RU7NOFF
(631 ) 788-7919
PURSUANT TO SECTIO 14S-1Cv
OF THE TOrY J CODE.
m
SHEET INDEX
CERTIFICATION 07
NAILIN3 & CONNECTIONS
CVR COVER SHEET
REOIJIREO. A100 BASEMENT PLANS DEMOLITION AND PROPOSED
A101 FIRST FLOOR PLANS DEMOLITION AND PROPOSED
MOD 7n i Al02 SECOND FLOOR PLANS DEMOLITION AND PROPOSED
CO":"PI.Y WITH CHAPTER~46"
A200 PROPOSED ELEVATIONS
DN�AG'E PREVENTION
SOUTHOLD TOWN COPE. A201 PROPOSED ELEVATIONS, SECTIONS, &DETAILS
A300 PROPOSED ELEVATIONS, SECTIONS&DETAILS
A401 GENERAL CONSTRUCTION NOTES AND CALCULATIONS
ALL CONSTRUCTION SHf L A402 SCHEDULES AND NOTES
."EET THE.REQ'JIREP!Et,;1"S 0,?.-TI jT P101 PLUMBING RISER DIAGRAM
C07ES OF'Ka"1 YOLK STATE.
.000UPANCY OR _
USE IS UNLMIFLIL -
VVI I ROUT CERTIFICATE
OF OCCUPAr�,Cy
f r ; SCOPE OF WORK
Add covered porch on front. Add stairs from rear deck to grade level.
First Floor Plan to be partially reconfigured. First Floor bedroom to be moved to
second floor and space converted to media room. Reconfigure stairs to Second
Floor. Second Floor Plan to be partially reconfigured, and expanded in two
dormer areas. The total number of bedrooms remains unchanged.
o Some existing bathroom fixtures to be replaced with new. The total number of
bathrooms increases by one. DRAWING ISSUE
" NO. DATE* ISSUL FOR
Remodel existing living room. Remove existing wall to create passage.Widen o1 05-12-04 PERMIT
door between Kitchen and Living Room. Create new window openings. Paitch
and repair existing walls and ceiling finishes to match new.
Replace less than 50%of windows and exterior doors. Some existing glazing
areas to be enlarged and new windows to be installed at various locations.
Repair, patch, or replace roofing and siding as required.
DRAWING REVISIONS
Repair, patch, or replace decking as required. NO. DATE' ISSUE, FOR
Partial demolition and modification of existing chimney as needed to
accomodate new construction.
RENOVATION TO THE Upgrade electrical service if necessary based on load calculations.
Repair, patch, or replace piping and wiring as needed.
CLAYSON RESIDENCE
DRAWN BY CHECKED
CRESCENT AVENUE, FISHERS ISLAND, NY Repair, patch, or replace existing waste pipe and septic system as required. APPROVED PROJECT# 0327
FISHERSISLAND, NEW YO RK Repair and/or clean existing furnace to optimize operating efficiency.
BD DESIGN INC.
TuF GLOAMING,Fis1iERs ISLAND,N.Y. 06390
PTIONE(6 3 1)788-7919 FAX(6 31)788-5647
79 EAsr PUTNAM AVE.,2ND FL,Greenwich,CT 06830
PHONE(2 0 3)983-6083 FAX(2 0 3)983-6084
y
JENNIFER & DAVIS
x ED Aqc a CLAYSON
Ll A M
I hereby certify that these pl re are direction and to the best of my FISHERS ISLAND,NY
knowledge and belief con f Oe 1 le di Codes and Ordinances.
PROPOSED
o RENOVATIONS TO THE -
°' 02939�oQ� Date ��- CLAYSON RESIDENCE
-OF N0
Samuel W. Fitzgerald,AIA Q 05-12-04 CVR
New York State Architect's License No.029399
N.T.S.
e _ _ e
(DECK ABOVE) \ \
\ \ (DECK ABOVE)
(V.I.F.) \ \
2x10 STRINGERS, (TYP.) I \
M \ \
\ \
E E
O I O
0 0
UNFINISHED BASEMENT
I I I
UNFINISHED BASEMENT
❑ I ❑
— —^� — --O
Li
E I STORE. (DECK ABOVE) I STORE. (DIECK ABOVE)
` 4x4 P.T. WOOD POSTS ON 8" DIA. W w 3 I
SONO TUBE PIERS SET 0 42" 0 c o (2) 2x1 NAILERS BOLTED W/ 1/2-LAG O O
BELOW GRADE MIN. le ea BOLTS STAGGERED 016"O.C. TOP
FLARE BASE TO 16" AT BASE. � o m
i rn r & BOTTO W/ 2 BOLTS EACH END 3
F
(2) 200 N
n
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/(2) 2x10 El Ell ❑ UI
— — m
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2x10 P.T. GIRDER �+2
o' m (2) 200 NAILERS BOLTED W/ 1/2' LAGTIE
Lrt BOTTOM W/ 2 BOLTS EACH OEND o
�1 lo W No. DATE DRAWING SU ISSUE
DEMOLISH CONCRETE STOOP FOUNDATIONS
.y+� 0� N o om �dc FOOTINGS AS INDICATED 1 5/12/04 PERMIT
000 ov
Co
N
22"
r - - 16py - - - -I F- -1 ❑ ❑ F-
(3) —I
I � I I
2x10 P.T. GIRDER
I I I I DEMOLITION BASEMENT PLAN
L — — ' �'' — — J L - - - -J L
_ - - -J L — — J SCALE:1/4"=1'0"
DRAWING REVISIONS
0
8"x8' CUT CONC. BLOCK PIER
NO. DATE ISSUE I;OR
w/ STONE VENEER (ON)
J v 22"x22" POURED CONC. PIER (0N)
x3 36' 6"02' POURED CONC. FTG.
(TYPICAL)
00
F,p
Y— —
DRAWN BY CI ECKED
APPROVED PROJIiCT#
BD DESIGN INC.
Tim GmAMING,FIST IERS ISLAND,N.Y. 06390
PARTITION LEGEND rr 10NE(6 31)788-7919 FAX(6 31)788-5647
8'-112" 8'-1 1I 6" 9'-32" 9_32" 9'-32" 79 EAST PUTNAM f1VE,2ND FL,Greenwich,CT 06830
NOTE:ALL WINDOW AND FRENCH DOOR 0 NEW CONSTRUCTION E,IONE(203)983-6083 FAX(203)983-6084
MODEL NUMBERS REFER TO POZZI WINDOWS. 0 EXISTING TO REMAIN
CLAYSON
z
w
u
PROPOSED BASEMENT PLAN
4 SCALE:1/4"=1'-0" �5p{ED M HC+y'T U FISHERS ISLAND,NY
C BASEMENT PLANS
� w
* D :." a . DEMOLITION
�, o AND PROPOSED
N
S�q �' 0 293 05/12/2004 F
�0F N A100
(E) DECK
(N) STAIR AND RAILING TO DECK
MATCH (E) DECK DETAILS (RUN TO GRADE) - EXISTING BENCH
NEW STAIR ✓f RAIL TO CUT OUT SECTION OF RAILING ✓!< BENCH
MATCH EXIST. WOOD DECK AS INDICATED TO ACCOMODATE (N) STAIR.
D DN.
2'-32" 9'-112"
10 O2" YP.
3347 3347 E E
(2) 2x8 HEADER (2) 2x8 HEADER DN' DN.
as 0 ao 0
(E)
BATHROOM
CLOSET BATHROOM KITCHEN
--I� EXIST. EXIST. EXIST. EXIST. E
DEMO PARTITIONS �j
00 (E) v EXISTING STOOP AS INDICATED. STORE ALL 00 DINING AREA
KITCHEN W DOORS & WINDOWS FOR
(E) E E e
LINEN (E) POSSIBLE FUTURE USE.
0101
DINING AREA O
►� D
w N x MEDIA ROOM z N
000 '`'IL NOTE: DEMOLITION OR MODIFICATION
- E MASTER BEDROOM
N 3„ TO FIREPLACE/CHIMNEY
N
i -1" 4'-14 6'-8" MAY UPON OCCUR
O INVESTIGATION.
SLEV ON.
FURT
(2 2x10 HEADER, P. ALIGN
3" 3„ 12" �� 12" _ �E� I REF. DECK
4'-34 5'-0" 4'-34 ' DECK ALCOVE
STORE. i I STORE.
N SHELVES
DN.
��" CUSTOM r�" FINISHED OPEN. EXIST. - DN.
4' X 6'-8" 1'-1 t•_1" (E) FLUSH HEARTH rl
EL-
0
CL. FRENCH CL. a'-74" 5'-7"(EXIST.) EXISTING TO REMAIN
i
�A N. VERIFY SIZE k LOCATION OF FLUE FROM
(2) 2x8 HEADER BELOW & RELOCATE IF NECESSARY
2
DEMO PARTITIONS AS INDICATED
A1x8 R.R. O 16"O.C. BOVE
o
o I o a o: N (E) LIVING ROOM
M < LIVING ROOMl
U N
DN.0" 9_0 w (E) STAIRS AND LANDING a w E UP
TO BE ALTERED AS INDICATED
0
`V x SLOPE 1/4- PER FT. M w 24'-12" (EXIST.) = 3'-4" 13'-11" (EXIST.)
N N FRENCH
a 3681 N M
SWITCH SWING ON DOOR UPv M DN.
s• 2x8 VALLEY RAFTER
DN.
---
El
.tF / 3377 3377 3377 3377 m 7'-22"
r Ix
ti
/ 4'-4 ,. 3,_5„ 3,_5„ 3._5„ 31,-0 6'-8"
4 -
DRAWING ISSUE
DN. 28'-42"
c LaON DN. NO. I)XI'E ISSUE I1,01t i
\P i < 1 5/12/04 PERMrr
+ , � W NEW PORCH d a o
o. rn p 1
(N) WOOD DECKING m
N 1 q 0 L- J
> x 12
OR x (N) 3'-0- WOOD RAILING C4
N d Go M7
O, `� ( 2x12 BEAM (ABOVE) (3) 2x12 BEAM (ABOVE) 202 BEAM (ABOVE)
i
_� t 2 DEMOLITION FIRST FLOOR PLAN
Q. O.
E M SCALE:114"=T-0" DRAWING REVISIONS
J4" f 4" — f'� NO. I)A'fE ISSUE I'OR
•.h f fir%
�s0 try 9-32" 9'-32" r
i ti+ 1"
DRAWN BY CI TFCKFD f
APPROVED PROJECT# 0327
Y� f
BD DESIGN INC.
PARTITION LEGEND
28'-14" Ti IF GLOAMING,F'ISI mRS ISLAND,N.Y. 06390
PHONE(6 31)788-7919 FAR(6 31)788-5647
8'-112" 8'-1116
NEW CONSTRUCTION
as'-ors" EXISTING TO REMAIN 79EAsrPPIIONE 203 9 3-6 3FTFAG(203 983-60846830
i
i
H CLAYSON
W
5 PROPOSED FIRST FLOOR PLAN
V
ED ARC FISHERS ISLAND,NY
M FIRST FLOOR PLANS
DEMOLITION
AND PROPOSED
02939� Q�' ¢ 05/12/2004 F
OF NEv`I y0 1/4"=1'-0^ A101
V
'n
NEW SHED DORMER
DEMO E CHIMNEY AND
C
ONSTRUCT NEW CHIMNEY
AND FLUES
PATiCH ROOF AS NEEDED
a
NEW REVERSE GABLE
o w/ SHED ROOF ABOVE
NEW PORCH ROOF
1„
2'-94" 8'-11" 3'-92" 4-92
(EXIST.)
EO. E0. DEMO PARTITION & ROOF ABOVE
TO PREPARE FOR NEW DORMER
(2) 3541 CASEMENT 3347 3541 E
NEW PORCH ROOF NEW PORCH ROOF
(2) 2xl 0 HDR. (2) 2x8 HDR.
x8 !DR-
0 m
WINDOW LOUNGEN
00 CL
�+ (E) (E) ATTIC
tj o "' BEDROOM BEDROOM
LC GDN Z CLG.DN (N) BATH (N) r�^
3 3 RELOCATE E OUTLETSDA��
CL• ELOCATE E OUTLETS
—2'-94" 8'-0" 2'-84" - rt SWITCH AS REO. '�, rs^ ✓f SWITCSZ
H AS REO. 7 PROPOSED ROOF PLAN
r'
[("E)
W 13'-62" _ W 1'-64" " 2'-0" SCALE:1/8"=1'-0"
8'-42" -0" 11 8'-4" BEDROOM I CAL BEDROOM
y (EXIST.) N <y
1PLAYROOM / BEDROOM
E �' r� ,o- 441L
EXIST. RIDGE B1M. (ABOVE) c� O DEMO CHIMNEY FROM 2ND FLR.IOUPWARD TO PREPARE FOR
rL z r�^ ram" z MODIFlED CHIMNEY RECONSTRUCTION
z SPLIT RECEPT. NOTE: E ISTING CHIM EY TO BE SPLJT RECEPT.E PLAY AREA � SD• T & MODIFI D AS SHOWN. SD E
( ) OA I WOIOD STR CTUREMON FLUES, SI E AS REO.
BUNK o (9BUNK I
(E) SD@)
HALL DN. E DN.
° °
X El, 4 _ 4 DN. DN.
/j NOTE: AS INDICATED.NDICA ED. STORE ALL
rTIONS
� DOORS & WINDOWS FOR
(N)BATH LK D• BATHROOM POSSIBLE FUTURE USE.
i aI LINEN
RELOCATE E OUTLETS M
R SWITCH AS REO. N
EXISTING ROOF r� BEDROOM —
(N) I
LINEN (N) I N
CL. NEW ELECTRICAL SWITCHES LINEN ATTIC
d: RECEPTICALS - AS PER
ATTIC CODE REQUIREMENTS.
2'-0" 0 L
14'-2$" o
1'-72„� z
E
NEW PORCH ROOF BELOW CLG. DN x I
(3) 210 HDR. CLG. DN-
)- m
0
0
0
z
3 DEMOLITION SECOND FLOOR PLAN DRAWING ISSUE
SCALE:114"=1'-0" NO. DA'11, 1ssuF, FOR
1 5/12/04 PERMIT
m
a
DRAWING REVISIONS
NOTE: NEW SMOKE DETECTORS AT THE TOP OF No. DATE tssUE FOR
ALL STAIR LANDINGS & INSIDE EACH BEDROOM DOOR.
ALL SMOKE DETECTORS TO BE HARDWIRED WITH BATTERY BACKUP.
NOTE: PATCH & MATCH ALL MATERIALS & FINISHES
IN TRANSITIONAL AREAS OF RENOVATION BETWEEN
NEW & EXISTING AREAS.
DRAWN BY CHECKED
6 PROPOSED SECOND FLOOR PLAN ��aEo AF � APPROVED PROJECT 0327
�N5 LIAM
SCALE.1/4 1 0 Q�w� �' BD DESIGN INC.
* > * Tim GLOAMING,FisHERs ISLAND,N.Y. 06390
s O P--(6 31)788-7919 FAX(6 31)788-5647
�> ��• 02939�OQ 79 EAST PUTNAM AVE.,2ND FL.,Greenwich,Cr 06830
q�OF Nl PI—F(2 0 3)983-6083 I—(2 0 3)983-6084
CLAYSON
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NOTE:ALL WINDOW AND FRENCH DOOR PARTITION LEGEND FISHERS ISLAND,NY
MODEL NUMBERS REFER TO POZZI WINDOWS.
NEW CONSTRUCTION SECOND FLOOR PLANS
EXISTING TO REMAIN DEMOLITION
AND PROPOSED
W
Q 05/12/2004
w A102
ROOFING (TO MATCH EXIST.
MOULDING (TOPITCH (TOT CH MATCHSEXIST.)D ROOF DORMER)
ROOFING RAKE (TO MATCH EXIST.)
PITCH MATCH
MATCH EXIST.) �'`'�.,�
(TO CH EXIST. MAIN ROOF)
MOULDING ((TO MATCH EXIST.) ''�-�._, O.H. (TO MATCH EXIST.)
RAKE (T0 MATCH EXIST.)
4" FLASHING, TYP.
SIDING (TO MATCH EXIST.)
3 7 3 Z
TRIM AND SILL DETAILS (TO MATCH EXIST.)
c�
J
Q
11I-11�LI-I O.H. (TO MATCH EXIST.), TYP.
ROOFING TO MATCH EXISTING
ON MAIN HOUSE --- - - - NEW PORCH ROOFING TO MATCH (E) HOUSE
6" WOOD FASCIA
-
_ - BOXED BEAM
TOP OF BEAM
3 7 3 7 3377 3 7 3 1
TRIM (TO MATCH EXIST.)
> 12" DIA. TAPERED F 1 x DECORATIVE FASCIA
> STRUCTURAL WOOD COLUMN, TYP. 11��� EXISTING PORCH BEYOND
0 36" WOOD RAILING W/ 4" MAX11 u 1111. ff IIITII 121 I,v
1 SPACING BETWEEN BBALUSTERS 11 FM
00 BETWEEN RAILING AND FIN.FLR.
SLOPE DECK 1/4" PER FT. II
AWAY FROM HOUSE I
TOP OF DECKING
o STONE AND MASONRY PIERS
N < ON CONC. FOOTINGS, TYP.
MID-SPAN SUPPORT BLOCKS
>
(N) WOOD LATTICE
Z U
a 4" CONC. SLAB W/ 1 1/2" STONE CAP
NEW WOOD STEPS, TO MATCH (E)
WOOD STRINGERS, TYP.
(N) FOOTING, TYP. STONE & MASONRY PER ON CONC. FTG., TYP.
(N) FOOTING AT PORCH
SEE DETAIL
PROPOSED FRONT ELEVATION
SCALE:1/4"=V-0"
I
(N) DORMER ROOFING TO MATCH (E) II IT 11 11 ITI DRAWING ISSUE
PITCH TO MATCH (E) 11 11 IT III
MOULDINGS TO MATCH E ..r- No. DATE E ISSU FOR
RAKE TO MATCH (E) �" ROOFING (TO MATCH EXIST.) 1 5/12/04 PERMIT
FASCIA TO MATCH (E)
O.H. TO MATCH (E) ® REAR SHED ROOF HE
4" FLASHING, TYP.
SIDING TO MATCH (E) CORNER BOARD TO MATCH (E)
CORNER BOARD TO MATCH (E) --
(N) WINDOW, TRIM DRAWING REVISIONS
AND SILL TO MATCH (E) No. nnrr Issue. FOR
4" FLASHING, TYP. ) 3347 3 7
(N) STAIRWAY W/ 36"
RAILING TO MATCH STYLE OF (E) DECK JLIHIAL
EXISTING WOOD DECK 4x4" DECORATIVE
NEWEL POST, TYP.
MID-SPAN SUPPORT BLOCK
DRAWN BY CHECKED
APPROVED PROJECT# 0327
. ... .:.. ...
BD DESIGN INC.
riloNr ( 3 )788 ( 3 )788 5647
- -
6 I 791
•
i
E 830_ - 7� AST PUTNAM AVE.,2ND FL,Greenwich,CT 06 I
PI I0W(2 0 3)983-6083 FAX(2 0 3)983-6084
4 CONC. SLAB W/ _
1-1/2" STONE CAP
E CLAYSON
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OD POST WOOD STRINGER `-'
ON 8"4 IA. SONO �U E WOOD STEPS, TYP.
PIER 4 CONC. ��EaED MAcy� FISHERS ISLAND,NY
�5 r
FLARED TO 16" ® BASE SLAB W/ z��\_ F ���' PROPOSED
SET TO 42 MIN. BELOW GRADE 1-1/2" STONE CAP m ELEVATIONS
2 PROPOSED LEFT ELEVATION * n H
SCALE:1/4"=T-0" top p
5�9��' 02939.�OQ� Q 05/12/2004
OF N � A200
w
u 1/4"=V-0"
(N) WINDOW, TRIM AND
FSILL TO MATCH (E)
DEMO (E) WINDOW AND
F- PATCH ROUGH OPENING
N DORMER, ROOFING TO MATCH E
r- --FASCIA TO MATCH (E)
E CORNER BOARD TO MATCH (E)
5 No SIDING TO MATCH (E)
fl-H H 1 11 11 -] 115,1.1
I ---TRIM TO MATCH (E)
ULU
JLMLI
Tj ju H:H FLASHING AS REQ.
LILILLUILL11-1 m LLL I I I mill I
t]11 LfLj-[-j-Lj'J_ [-[--[LILtL]-] 11 JIM 11 11 111111 IJ [ Al I I 111Ti i i I i i i -iL E E E
EXISTING DECK
L TRIM TO MATCH (E)
JLLLL 11 1 11
ULU I L11 I Ll r FLASHING AS REQ.
L i I I
I -T I I ILI I I I"m, I I I L I LLLMIt
1 11 1 1 L LL t 1-
E
0
-----------------g"
(N) STAIR WAY
FROM (E) PORCH
WOOD STRINGER
PROPOSED REAR ELEVATION
FASCIA TO MATCH EXIST. ON REAR SHED ROOF ------N
CORNER BOARD TO MATCH EXIST.------�K N-
O.H. TO MATCH EXIST.
EXISTING REAR SHED DORMER
SIDING TO MATCH EXIST.------\ T 11 111
4" FLASHING, TYP.
..I H Ll 11 111111 11 IT 11 11 IT I
IIIII III IIIIIH El H 1111 11 If 11 11 IT 11
1 11 IT 11 11 IT 11 H[111 IT 11 11 IT 11 11 IT 11 11 IT I DRAWING ISSUE
IIH E-11-0 11 1111111 IIITII HIT11 III
iITII HIT11 1 11 E E IIITIl IIITII [ILI NO. DATE ISSUE, FOR
II IT II 111 1 5/12/04 PERMIT
HIT II H[I I 11IT11 I
111 11 IT 11
I Jill Hill I 111111 111111 11111 DRAWING REVISIONS
4-7, -UJULLLU NO. DATE -I-SSUE' FOR
E E
TT-ff /-EXISTING DECKS
MID SPAN SUPPORT BLOCK-------".,
SLOPE DECK 1/4" PER FT.
AWAY FROM HOUSE t L
A111 A
'9 1 1 LLLL J LL L ii I DRAWN BY CIfFCE-D:j:
APPROVED PROJECT'# 0327
BD DESIGN INC.
THE GLOAMING,FISI IERS ISLAND,N.Y. 06390
PI IO-(6 31)788-7919 6 31)788-5647
79 EAST PUTNAM Avi;*,2NDFL.,Greenwich,CT 06830
PI LONE(2 0 3)983'-6083 FAX(2 0 3)983-6084
CLAYSON
u
PROPOSED RIGHT ELEVATION
4��ED FISHERS ISLAND,NY
SCALE:1/4"=1'-0"
PROPOSED
ELEVATIONS, SECTIONS
& DETAILS
029399 05/12/2004
OF N A2 01
1/4"_1'-0"
u
(N) RUoriNU IU MAWN (,t) Lt) NIUM KiUUL
25 POUND FELT
NEW 2x10 SLEEPER (TYP.)
1/2" PLYWOOD SHEATHING
2x8 R.R. O 16' O.C.
(2) 2x6 TOP PLATES
SIDING TO MATCH (E)
rNEK HOUSEWRAP
1/2' PLYWOOD SHEATHING (N) ATTIC SPACE
2x6 WOOD STUDS O 16" O.C. REMOVE MOST (E) PLYWOOD
SHEATHING BELOW NEW
R-XX INSTULATION, TYP. GABLE ROOF
(E) ROOF RAFTERS
2x8 CLG. STUD O 16" O.C., TYP'.-7
2x6 PLATE NEW 2x8 SLEEPER
1/2" GYP. BD. ON WALLS & CLG, TYP.
(2) 2x6 TOP PLATE
1/2" GYP. BD..�ON WALLS R CLG., T1jP�
(3) 2x10 HEADERS 1/2" GYP. BD. ON WALLS & CLG., TYP. // /
/ / (2) 2x4 TOP.MLATES
/// INTERIOR STUD-41-L TYP.2r�4 016/ O.0
TRIM TO MATCH (E) /// /
NEW WINDOW ASSEMBLY
(N) MASTER BEDROOM � J —____________________----
NEW DORMER AND PORCH
/
SEE DETAIL 6
/
(2) 2x6 PLATES, TYP.
FLASHING AS REQ.
-;,J
INDICATES EXISTING TO REMAIN
_ 2x8 BLOCKING
DEMO ROOF AND WALLS
AS INDICATED d // `` INDICATES NEW CONSTRUCTION
———————————--- i /I TER BEDROOM
PITCH/DEMOLISH I r DORMEROPIMATCTCH ® (E) SHED ^ -g "IjR60M
NEW ROOFING TO MATCH (E) NEW 2x8 LEDGER // N EXISTING
AROOF I I / I I
15 POUND FELT ANCHORED WITH 1/2" DIA. / AS INDICATED).
1/2" PLYWOOD SHEATHING THRU BOLTS, STAGGERED / I / I /
2x8 R.R. O i6" O.C. O 16" O.C. (TOP h BOTTOM) 2x6 BASE PLATE
WITH (2) BOLTS AT EACH END
FASCIA TO MATCH (E)
a
EXTEND SIDING TO MATCH (E) ' !!
Ix TONGUE & GROOVE CLG. BOARDS, TYP. aR
EXTEND TYVEK HOUSEWRAP
EXTEND 1/2' PLYWOOD SHEATHING
WOOD SOFFIT WITH CONT. VENT NEW 2x6 WOOD STUDS O 16" O.C.
0
R-XX INSTULATION, TYP.
BOXED BEAM � � >
1x PAINT GRADE CASING % 4 > (E) LIVIN ROOM (E) HALL E) LINE (E) BATH
BLOCKING AS REQ.
I
(3) 2x12 P.T. HEADER - F x�o EXISTING PARTITION & FLOOR (E) LIVING ROOM � � rni CD � ^ NEW ARCHED OPENING
104" i o a0
SEE PLAN
00 f ( O i IL---j
w /
I Q
> / DRAWING ISSUE
1' EXTERIOR WALL FINISH
! NO. DATE ISSUE FOR
I I 1 5/12/04 PuNiff
( =111=1 I `"',-
E I 1 I I-
( =L 1
STRUCTURAL WOOD COLUMNS, TYP. 1 x TONGUE GROOVE DECKING, TYP. I I111 ill II i- Jl,_ , I� I II II I Ih I III II II 1111 (II '
(E) UNFINISHED
SLOPE 1/4' PER FT. AWAY FROM HOUSE III=III1 1 =111�11=III-111�11=111�11—Il�lf
BASEMENT
� ���—
1x10 DECORATIVE END CAP ` III II - � 1 111 IIII�III III� �I�II��IIII�II
'I I=1 I I=1 I I=1 I I=1 I I�I I1 I H I 1=1 11=1 I H 1 11 11=1 I I�I 1 11=1 1111111�II11�11 �II�IIII �ll IIu �11 �ILl�lll �ll�/ /(3) 2x10 P.T. GIRDER, TYP.
BLOCKING AS REQ.
CEMENT WASH IIIII=IIIiIITlllillllllll III I IIllll IIII�I IIITIll=1�1 1u-111�Il�ll�llll DRAWING REVISIONS
B' RIPPED CONCRETE BLOCK PIER, TYP.
5' STONE VENEER, TYP. o _ _III-1II-1II=1II-1II=1II-1II—III-IIIIII=III-
=i 1=1I I I I I�I I=1I I�I I=1I I� =III- NO. DA'1T, ISSUE FOR
STONE TIES, TYP. .: 1I-
_. 0
(2) 200 NAILERS BOLTED W/ 1/2" LAG BOLTS
a STAGGERED O 16' O.C. TOP R BOTTOM
W/ (2) BOLTS AT EACH END
2
PROPOSED TYPICAL SECTON
SCALE:1/4"=1'-0"
(E) FOUNDATION WALL
APROX. EXISTING GRADE
6" STONE SHELF O DRAWN BY CHECKED
1-8' BELOW GRADE MIN.
4 APPROVED PRO)ECT'# 0327
°
NOTE: DECORATIVE WOOD LATTICE TO BE BD DESIGN INC.
d °...4 ° Z CONSTRUCTED BETWEEN ALL STONE
A I ° d PIERS AS SHOWN ON ELEVATIONS. I I LENGTH TLI NGLOAMING,FISIIERS ISLAND,N.Y. 06390
Q ° -I I I I I I I I I LECUT 7
NGTH ( 3 )788 7919 Y(6 31)788-$647
END
4 Q
a 79 EAST PUTNAM AVE.,2ND FL,Greenwich,CT 06830
22"z i E" CONCRETE PIER ° d o I I I I I I I (E) UNFINISHED BASEMENT
PHONE(2 0 3)983-6083 FAx(2 0 3)983-6084
° o
Q d CLEM
PAN CLAYSON
° a M I I I I I I EAEO AqC V FISHERS ISLAND NY
36'x36'x12' POUREDI d d _ ( ( I I END
CONCRETE FDOTING— Q 4 ° ° I I I I I I I I I Provide minim distance I LENGTH "D PROPOSED
um I'end a * ELEVATIONS, SECTIONS
° 4
specif ed nails In each end N O & DETAILS
I I I I ( I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I Simpson Strong-Tie S, N-. 02939� Q� w
OF NO�O Q 05/12/2004 w
PROPOSED WALL DETAIL TYPICAL TENSION STRAP INSTALLATION A300
1/4 =1-0" ' "
SCALE:1/4"=1'-0" `� N.T.S.
S TABLE 1 . ESTIMATED WEIGHTS USED IN LOAD CALCULATIONS FOR ALTERATION CONSTRUCTION NOTES
MATERIAL WEIGHT (PSF) NOTES AS-BUILT ELEVATION CERTIFICATION
FRAMING 0.5 2X DOUGLAS FIR, 19% MOISTURE, 16" O.C., PER INCH DEPTH This building is not located in a flood prone area
EXTERIOR WALL SHEATHING 1.5 1/2" CDX PLYWOOD
WALL INSULATION 0.4 HIGH DENSITY FIBERGLASS, PER INCH THICKNESS
WALL CLADDING 1.5 CEDAR SHAKE SIDING USE AND OCCUPANCY
ROOF SHEATHING 2.3 3/4" CDX PLYWOOD Classification: R3 (3 Bedroom Single Family)
ROOF CLADDING 2.8 ASPHALT ROOF SHINGLES
CEILING INSULATION 0.4 HIGH DENSITY FIBERGLASS, PER INCH THICKNESS
CEILING FINISH-WOOD 1.5 5/8" COTTAGE BOARD HEIGHT AND FIRE AREA
CEILING FINISH-WOOD 1.8 3/4" PINE BOARD Height of Existing Portion: 23'-6" Height of Added Porch: 15'
INTERIOR WALL FINISH-SHEETROCK 2.3 5/8" GWB Fire Area before construction: 939 s.f. Fire Area after construction: 939 s.f.
INTERIOR WALL FINISH-WOOD 1.5 5/8" COTTAGE BOARD
INTERIOR WALL FINISH-TILE 9.5 3/8" GLAZED TILE CEMENTED TO 1/2" BACKER TYPE OF CONSTRUCTION
SUBFLOOR 2.25 3/4" PLYWOOD Type V as defined in Section 602.5 iof the Building Code of New York State.
FINISH FLOOR-WOOD 3.4 5/4" DOUG FIR
FINISH FLOOR-CERAMIC TILE 9.5 3/8" GLAZED TILE CEMENTED TO 1/2" BACKER
FOUNDATION WALL(Df) 85 12" CMU DESIGN CRITERIA
FOUNDATION PIER(Df) 756 POURED CONCRETE, 1'xl'x7'VERTICAL COLUMN Building construction specifications were developed using the prescriptive design methods described in the Wood Frame Construction Manual (W.F.C.M) 1995 SBC High
SNOW LOAD(S) 45 Section 1608, Building Code of NYS Wind Edition for one and two family dwellings, as required by the Building Code of New York State.
LIVE LOAD- ROOF (Lr) 20 Section 1607.11, Building Code of NYS (No reductions applied)
LIVE LOAD- SECOND FLOOR(1-2) 30 Table 1607.1, Building Code of NYS FRAMING
LIVE LOAD- FIRST FLOOR(1-1) 40 Table 1607.1, Building Code of NYS Unless otherwise noted, all new structural framing material shall meet or exceed the Base Design Values for Douglas Fir-South 'Stud' grade, as specified in Table 4A of the W.F.C.M.
DEAD LOAD- ROOF (Dr) 13 FRAMING + SHEATHING + CLADDING +CEILING Supplement. Framing elements shall be sized in accord with W.F.C.M. prescriptions for the required framing conditions or the framing schedule which is provided for convenience.
DEAD LOAD-SECOND FLOOR(D2) 20 FRAMING + SUBFLOOR+ FLOOR+WALLS+CEILING Existing framing, sheathing, and roofing may not meet all the criteria set for full compliance with current code requirements including W.F.C.M prescriptive design. Remediations shall be
DEAD LOAD- FIRST FLOOR(D1) 20 FRAMING + SUBFLOOR+ FLOOR+WALLS attempted to the extent practicable and necessary in the normal course of construction. Where compliance with W.F.C.M. load resistance requirements is required under code interpretation,
DEAD LOAD- INTERIOR WALL(Di) 51 EST. AVG. WEIGHT PER LINEAR FOOT the following framing requirements shall be met, in addition to other construction requirements as may be set forth in these documents:
Double top plates provided at the top of all load-bearing walls, overlapping at corners and intersections with other load-bearing walls, or reinforced per W.F.C.M.
Bracing, bridging, and collar ties installed according to the provisions of W.F.C.M.
DIAGRAM 1 : CONNECTIONS DESIGN - WIND LOADS Studs continuous between horizontal supports.
Where notches and/or holes exceed the limits set by the W.F.C.M, adequate remedial measures taken.
All code-required clips, straps and foundation anchoring installed as prescribed, in order to develop full resistance to the prescribed load conditions.
Dangerous existing framing conditions must be corrected such that applicable current code requirements are met.
Joists, headers, rafters, beams, trusses, and girders supported on adequate bearing and otherwise sized and configured to adequately resist the prescribed load conditions.
Floor, wall and roof openings, and wall corners constructed in accordance with the provisions of W.F.C.M. prescriptive design.
DESIGN LOADS
r� LOAD TYPE CATEGORY REFERENCES
Live See Table 1, this sheet Section 1607, Building Code of NYS.
Dead See Table 1, this sheet. Section 1606, Building Code of NYS.
i
Snow 45 psf Section 1608, Building Code of NYS
Seismic Category B Table R301.2(2), USGS Open-File Report 01-437
• j"�2
Wind See Diagram 1, this sheet. Figure R301.2(4), Table R301.2.1.3
1
�yg3 ,t�s Exposure Category C R301.2.1.4
65s
j�`S8 '1
18®2 PROTECTION AT OPENINGS
Wood structural panels (7/16" plywood) conforming to Section 1609.1.4, Exception 1 of the Building Code of NYS shall be provided unless other adequate protection is provided..
�,r NAILING AND ENGINEERED CONNECTORS
190; 13 � Sheathing shall be fastened to framing in accordance with the provided nailing schedule, see sheet S101. DRAWING ISSUE
Any framing connection that is not made with an engineered connector shall be nailed in accordance with the provided nailing schedule. NO.1 DATE, I ISSUE, FOR
All engineered connectors specifications shall meet or exceed the load resisting requirements shown (See Diagram 1, this page) or otherwise comply with W.F.C.M prescriptions. 01 05-12-04 PERMIT
19� Uplift connections shall be installed in accordance with manufacturers recommendations, at each required location.
Holddowns shall be installed at all required locations in accordance with manufacturers recommendations.
MEANS OF EGRESS
613 2613 See Floor Plans, Sheet A102 for locations of required egress openings.
cm DRAWING REVISIONS
00 835 835 cm PLUMBING AND SEPTIC NO. DATF, ISSUE FOR
Septic system shall be made to meet current code requirements unless found to be adequate. Existing plumbing shall be patched and repaired as needed unless otherwise shown on plans.
All new plumbing shall be installed in accordance with current code requirements.
TABLE 3: ZONING DATA FIRE PROTECTION
ITEM REQUIRED EXISTING PROPOSED NOTES In accordance with Section R317.1.1 and AJ102.3 of the Residential Code of NYS, smoke alarms shall be installed at the following locations:
DRAWN BY J. I CHECKED
LOT SIZE 80,000 62,250 +/- NO CHANGE - In each sleeping room. APPROVED PROJECT# 0327
LOT WIDTH 175 230 (avg) NO CHANGE - Outside each separate sleeping area in the immediate vicinity of the bedrooms.
LOT DEPTH 250 280(avg) NO CHANGE - On each additional story, including basement or cellar, but not in crawl spaces or uninhabitable attics. BD DESIGN INC.
FRONT YARD 55 75 60 PORCH ADDITION In addition, one carbon monoxide detector shall be installed on each floor level where sleeping quarters are located. Where internal wall and ceiling exposure permits access, all alarms shall Tm7 GLOAMING,FISHI RSISLAND,N.Y. 06390
SIDE YARD 20 80 80 be hard wired and smoke alarms interconnected. In other areas where required, battery powered alarms shall be provided. PI-NE(631)788_7919 F-(631)788.5647
BOTH SIDE YARDS 45 180 170 PORCH ADDITION 79 EAST PUTNAM AvE.,2ND FL.,Greenwich,CT 06830
REAR YARD 75 150 NO CHANGE ENERGY CALCULATIONS rI roNE(z o 3)983-G083 Fnx(2 a 3)983-6084
LIVABLE FLOOR AREA 850 1550 1680 NEW DORMERS Calculations shall be provided utilizing an approach based on performance of the total building envelope, as set forth in the Energy Conservation Construction Code of New York State. H CLAYSON RESIDENCE
LOT COVERAGE (PERCENT) 20 3 3.6 INCLUDES DECK AREAS All newly constructed elements, components, and systems shall be constructed accordingly. Contractor shall attempt to remediate existing conditions to the extent practible in the normal course
of construction. Contractor shall retain and provide information necessary to verify compliance in accordance with Section N1101.2.4 of the Residential Code. \.\EAEo A'�o FISHERS ISLAND,NY
LIGHT, VENTILATION AND HEATING
�� '�� OA GENERAL
CONSTRUCTION NOTES
Lighting and Ventilation data shown on this sheet. HVAC specifications are documented in an accompanying REScheck compliance report. N o
ti w
�- 02939''OQ`E- Q 05-12-04
C°FNE*y A401
�¢ N.T.S.
U
NAILING SCHEDULE FOR PORCH ADDITION EXTERIOR DOOR AND WINDOW SCHEDULE LIGHT AND VENT SCHEDULE
Light and Vent Data Code Required Plan Provided
JOINT DESCRIPTION # OF NAILS NAIL SPACING Natural Mechanical Natural Mechanical Floor Room Description Area(SF) Glass Vent CFM S CFM E Glass Vent CFM S CFM E
Rafter to Header or Ledger(Toe-nailed) 6-10d per rafter
� 3 �
Ceiling Joist to Top Plate(Toe-nailed) NA per joist 37 BASEMENT Mechanical/Storage 888 0 0 0 0 0F MN
— I
Ceiling Joist to Parallel Rafter(Face-nailed) NA each lap 1ST FLOOR 100 Living Room 287 23 11 0 0 I 81 40 0 0
Ceiling Joist Laps over Partitions(Face-nailed) NA each lap TIM 5 1 101 Kitchen 119 10 5 0 0 I 10.7 5.4 0 0
Collar Tie to Rafter(Face-nailed) NA per tie, each end 102 Dining 108 9 5 0 0 50.7 25.4 0 0
Blocking to Rafter(Toe-nailed) 2-8d each end 103 Media Room 214 17 9 0 0 I 43 22 0 0
I
Rim Board to Rafter(End-nailed) 2-16d each end 104 Bath 55 3 1.5 50 20 10.7 5.4 0 0I
2ND FLOOR 200 Stair Hall 72 I - - - - ' 10.7 5.4 0 0
Top Plate to Top Plate(Face-nailed) NA per foot 201 Bedroom 1 162 I 13 6 0 0 I 30.5 25.2 0 0
Headers at Intersections(Toe-mailed) 4-16d joints-each side 202 Bath 1 36 3 1.5 50 20 10.7 5.4 0 0
Stud to Stud (Face-nailed) NA 24" o.c.
203 Bedroom 2 100 18 4 0 0 I 10.7 5.4 0 0
Header to Header(Face-nailed) 16d 16" o.c. along edges 204 Bedroom 3 143 1 11 6 0 0 I 21.4 10.7 0 0
205 Bath 2 54 I 3 1.5 50 20 I 10.7 5.4 0 0
Top or Bottom Plate to Stud (End-nailed) NA per 2x6 stud 206 Bedroom 4 99 1 8 4 0 0 21.4 1 1 0 0
Bottom Plate to Floor joist, Band joist, End joist, or Blocking (Face-nailed) NA per foot A B C D
Joist to Sill, Top Plate or Girder(Toe-nailed) 4-8d per joist
Bridging to Joist(Toe-nailed) 2-8d each end
Blocking to Joist(Toe-nailed) 2-8d each end
Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block
Ledger Strip to Beam (Face-nailed) 3-16d each joist
Joist on Ledger to Beam (Toe-nailed) 3-8d per joist 36B1 3377 3377 3377 3377
Band Joist to Joist(End-nailed) 3-16d per joist F
REC
Band Joist to Sill or Top Plate(Toe-nailed) 2-16d per foot
Horizontal Board Roof Sheathing, 1" nominal thickness (6"wide or less) 2-8d common (3-8d box) per support*
Gypsum Wallboard 5d coolers 7" edge/10"field
Structural Wall Sheathing Panels(3/8" min thickness) 8d galvanized 6"edge/12"field
Structural Floor Panels- 1"thickness or less 8d 6" edge/12"field
E F G
Uplift Straps (1-1/4"x 20 gage;Wall-to-Wall,Wall-to-Fndn) I 5-8d I Each end of strap
* End joints in adjacent boards shall be separated by at least one joist space and there shall be at least two boards between joints on the same support. Mark Rough Opening Type Frame Glazing Exterior Qty. Muntin
** Boards applied directly to studs and blocking. (W X H) Shutters Pattern
A 4'-0"x 2'-10" DOUBLE HUNG WOOD SINGLE ® 3 6/6
B (2)A's W/ 1 1/2" MULLION MULLED DOUBLE HUNGS 2 (2)6/6
C 3'-4"x 2'-3" DOUBLE HUNG 1 (2)6/6
D (2)3'-4"x 2'-3"W/1 1/2" MULL. MULLED CASEMENTS ® 1 6/6
FRAMING SCHEDULE FOR ALTERATIONS E (2) B's W/31/2" MULLION INSWING FRENCH 1 (2)2w x 6h
F (3) B s W/31/2 MULLIONS FRONT DOOR 1 3w x 6h
ELEMENT SIZE NOTES G 6'-11"x 3'-2" DOUBLE HUNG 4 (4)9/9
FLOOR JOISTS 2 X 10 DF LIMITED TO W-1" SPAN @ 16"O.C.
EXTERIOR WALL STUDS 2 X 6 DF 16" O.C.
INTERIOR WALL STUDS 2 X4 DF 16" O.C. NOTES: 1) PROVIDE DEMOUNTABLE PLYWOOD STORM PANELS FOR ALL GLAZED WINDOWS AND
CEILING JOISTS 2 X 10 DF LIMITED TO 14'-5" SPAN @ 16"O.C. EXTERIOR DOORS WITHOUT SHUTTERS.
ROOF RAFTERS 2 X 12#2 DF 12" O.C. 2) ROUGH OPENING DIMENSIONS A,RE PROVIDED FOR ESTIMATING PURPOSES. USE
COLLAR TIES 2 X 6 DF 16" O.C. MANUFACTURER-PROVIDED DIMENSIONS FOR CONSTRUCTION.
HEADERS (2) 2 X 6 DF LIMITED TO 3'-7" SPAN (MOST RESTRICTIVE INSTANCE)
HEADERS (4)2 X 12#2 DF LIMITED TO 9'-2" SPAN (MOST RESTRICTIVE INSTANCE)
VALLEY RAFTERS (2) 2 X 10#2 DF LIMITED TO 14'-2" HORIZONTAL SPAN DRAWING ISSUE
VALLEY RAFTERS (3) 2 X 10#2 DF LIMITED TO 17'-0" HORIZONTAL SPAN NO. DATE ISSUE, FOR
VALLEY RAFTERS (4) 2 X 12#2 DF LIMITED TO 19'-10" HORIZONTAL SPAN 01 05-12-04 rF.RMIT
RIDGE BOARD 2 X 16
DRAWING REVISIONS
NO. DATE ISSUE FOR
HURRICANE HOLDDOWN INSTALLATION NOTES
-All Holddown anchor Bolts are 5/8" diameter ATR (All Thread Rod).
- Holddown anchor bolts shall be sufficiently fastened to foundation so as to resist specified uplift loads. Coordinate with Architect.
- Framing at Holddown installation locations shall be doubled and face nailed at 3" O.C.
- Use a steel nylon locking nut or thread adhesive on anchor bolts.
- Bolt holes shall be a minimum of 1/32" to a maximum of 1/16" larger than the bolt diameter. DRAWN BY CHECKED
- Standard washers are required between stud bolts nuts and wood. No washer is required on Holddown Load Transfer Plate. APPROVPD PROJECT# 0327
- Holddowns shall be mounted flush to bottom plate.
- Holddowns anchor bolt nuts should be finger-tight plus 1/3 to 1/2 turn with a wrench, with consideration given to possible BD DESIGN INC.
future wood shrinkage. Care should be taken to not over-torque the nut. Txs GLOAMING,FiSxF:RSISIAND,N.Y. 06390
- Stud bolts should be snugly tightened.
rI IONr(6 31)788-7919 FAX(6 31)788-5647
- Simpson HD2A Holddowns will be used to create a continuous tension load path between first- and second-floor shear walls. 79EASPPUTNAMAw.,2NDFi_,Greenwich,CT06830
Install blocking between upper and lower studs. (See S-102:02) r110NF..(203)983-6083 FAR(203)983-6084
CLAYSON RESIDENCE
v\s•fQRED �n w
per FISHERS ISLAND,NY
" SCHEDULES AND
Q *
N
CALCULATIONS
a ^
o H
029399
OF NEW '4 w
Q 05-12-04 . A402
� N.T.S.
BATH 2 4 x 5 VENT
THROUGH ROOF.
1/2" CJ�GQ i
1/2" /
TUB/SHWR - 1/2" QQ�
W.C.-
LAV\ GQ, /
3 BATH 2
BATH 1 " 1/2 / \
I 12" - 11/2" "
TUB
1/2" SHWR
LAV BATH 1 W.C.
W.C. AVI
i F� 3"
I11/2" SHW I S
1 1/4" LAV I �
� W.C. i KITCHEN
3.
1/2" I ALL SUPPLY PIPING "
SINK KITCHEN \- / \ TO BE COPPER. i 2" 1112"
\. /-
POWDER /�
1/2" " / I RM. I SINK
i 1/2 / / �ei" GREASETRAP
3"
W.C. / / LAUNDRY
POWDER
WSHR h" LAV 3"
RM. W.C. �
/ \ LAUNDRY IjS�
75 GA. HWH WSHR -
T&P VALVE TO �112"
FLOOR DRAIN.
3" ALL WASTE AND VENT
PIPING TO BE CAST IRON.
DRAWING ISSUE
NO. DATE ISSUH, FOR
CLEANOUT
01 05-11-04 PF.RMPr
6" CLAY TILE UNDER
FOUNDATION.
TIE INTO SEPTIC SYSTEM.
DRAWING REVISIONS
NO. DAT , ISSUE FOR
SUPPLY WATER RISER DIGRAM SANITARY RISER DIAGRAM
DRAWN BY CHECKF.D
"PROVED PROJECT#
BD DESIGN INC.
THE GLOAMING,FISTIEFLS ISLAND,N.Y. 06390
PHONE(6 31)788-7919 FAX(6 31)788-5647
79 EAsr PuTNAM AvE.,2ND Ft_,Greenwich,CT 06830
PHONE(2 0 3)983-6083 FAX(20 3)983-6084
CLAYSON
S��aE0 AgCy/T RESIDENCE
?��\�`V\,%AM Ftc� FISHERS ISLAND,NY
SUPPLY WATER
& SANITARY
��q do 0293g y Q� RISER DIAGRAMS
0
OF 14
Q 05-11-04
V
N.T.S. p 101