HomeMy WebLinkAbout38800-z Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
DRAWING LIST
G-0.0 COVER SHEET
G-0.1 SYMBOLS& MATERIALS
• .• : " G-0.2 ABBREVIATIONS
L-1.1 SITE PLAN
r SU-1.1 SEPTIC PLAN
A-1.1 FIRST FLOOR PLAN
A-1.2 BASEMENT PLAN
.l
A-1.3 ROOF PLAN
A-1.4 PARTIAL FIRST FLOOR PLAN-BEDROOM ADDITION
-
r A-1.5 PARTIAL BASEMENT PLAN
` A-1.6 PARTIAL FIRST FLOOR PLAN - PORCH
= A-1.7 BASEMENT STAIR
A-2.1 NORTH & EAST EXTERIOR ELEVATIONS
A-2.2 SOUTH&WEST EXTERIOR ELEVATIONS
A-3.1 BUILDING SECTIONS
A-4.1 WALL SECTIONS
A-5.1 EXTERIOR DETAILS
A-5.2 EXTERIOR DETAILS
A-6.1 INTERIOR ELEVATIONS
A-6.2 INTERIOR ELEVATIONS
A-6.3 INTERIOR ELEVATIONS
A-6.4 INTERIOR ELEVATIONS
A-8.1 DOORS
A-8.2 WINDOWS
��r� a *m j A-8.3 WINDOW DETAILS
pil "' M S-1.1 FOUNDATION PLAN
_ S-1.2 FIRST FLOOR FRAMING PLAN
S-1.3 ROOF FRAMING PLAN
G; um
S-21 STRUCTURAL DETAILS
S-3.1 STRUCTURAL DETAILS
P-1.1 PLUMBING RISER DIAGRAM
E-1.1 FIRST FLOOR PLAN- ELECTRICAL
E-1.2 BASEMENT FLOOR PLAN- ELECTRICAL
X-1.1 FIRST FLOOR PLAN- EXISTING
X-1.2 BASEMENT PLAN - EXISTING
X-2.1 EXISTING NORTH & EAST EXTERIOR ELEVATIONS
A�C X-2.2 EXISTING SOUTH &WEST EXTERIOR ELEVATIONS
WV H1
DU �V4ND VAN VOORHIS '
po oox 116:
moMapoitep,ma
02379
a.508993.6567 ._ COVER SHEET -U11 02nl� ; � G-0.0
Malinowski Residence Addition
T Fishers Island, New York
March 15, 2013
SYMBOLS KEY MATERIALS KEY
CONCRETE
DETAIL NUMBER
SIM
A BUILDING SECTION SYMBOL — EXISTING GRID LINE FINISH LUMBER
A101
DRAWING NUMBER
CENTERLINE SYMBOL ®NEW GRID LINE FRAMING LUMBER
DETAIL NUMBER
O _
1 SIM ® WOOD BLOCKING
A101 DETAIL SYMBOL TOILET ACCESSORY -�`
DRAWING NUMBER TOILET ACCESSORY TAG
1 � PLYWOOD
ITEM NUMBER
DOOR NUMBER
101 DOOR TAG WALL TYPE 1i WALL TAG PLASTIC TRIM
DETAIL NUMBER WINDOW TAG 777777777
FLOOR ELEVATION SYMBOL WINDOW TYPEGWg
1t
2 -2.1 EXTERIOR ELEVATION SYMBOL Room name 7777777 CONCRETE MASONRY UNITS
DRAWING NUMBER ROOM 101 ROOM TAG
NUMBER
1 150 SF _ JE�j EARTH
DETAIL NUMBERS AREA —�' II I I-
-6.1 2 INTERIOR ELEVATION SYMBOL DETAIL RIGID INSULATION
DRAWING NUMBER 7NUMBER 1 SIM
A101 CALLOUT SYMBOL
DRAWING NAME DRAWING EXISTING
NUMBER
DRAWING NUMBER "Vime
DRAWING TITLE NEW
SC 1/8" = V-0° _——_——— DEMOLISHED
DRAWING SCALE
a.
DURtAND - VAN VOORHIS
po boa 1169
matbPoiwk,nw
379SYMBOLS & MATERIALS G 0. 1
1508.993.6567
Mvwchaecncom 1 0
architects
As indicated
r Malinowski Residence Addition
T
ABV ABOVE FC FIRE CODE Fishers Island, New York
ACOUST,ACT ACOUSTICAL TILE FD FLOOR DRAIN MB MACHINE BOLT SC SKIM COAT March 15, 2013
AFF ABOVE FINISHED FLOOR FDN FOUNDATION MECH MECHANICAL SCH SCHEDULE
ALT ALTERNATE FE FIRE EXTINGUISHER MFD MANUFACTURED SCR SCREW
ALUM ALUMINUM FEC FIRE EXTINGUISHER CABINET MFR MANUFACTURER SDG SIDING
APPROX APPROXIMATE FG FIBERGLASS MIN MINIMUM SECT SECTION
ARCH ARCHITECT(URAL) FFE FINISHED FLOOR ELEVATION MISC MISCELLANEOUS SHT SHEET
AUTO AUTOMATIC FIN FINISH MO MASONRY OPENING SIM SIMILAR
FL FLOOR MS MACHINE SCREW SPEC(S) SPECIFICATION(S)
BS BOTH SIDES FLG FLASHING MTD MOUNTED SPM SINGLE PLY MEMBRANE ROOF
BLDG BUILDING FOB FACE OF BRICK MTL METAL SS STAINLESS STEEL
BLK BLOCK FOC FACE OF CONCRETE STD STANDARD
BLKG BLOCKING FOF FACE OF FINISH N/A NOT APPLICABLE STL STEEL
BLW BELOW FOS FACE OF STUDS) NIC NOT IN CONTRACT STRUCT STRUCTURAL
BM BEAM; BENCH MARK FR FIRE RESISTANT NO NUMBER SUSP SUSPENDED
BRG BEARING FTF FACE TO FACE NOM NOMINAL SV SHEET VINYL
BRK BRICK FTG FOOTING NS NEAR SIDE SYM SYMMETRY;SYMMETRICAL
BSMT BASEMENT FTY FACTORY NTS NOT TO SCALE
BTM BOTTOM FUR FURRING T&G TONGUE&GROOVE
BTW BETWEEN OC ON CENTER(S) TEMP TEMPORARY
BW BOTH WAYS GA GAUGE OPG,OPNG OPENING TEMPD TEMPERED
GALV GALVANIZED OPP OPPOSITE THK THICK(NESS)
CAS CARD ACCESS SYSTEM GC GENERAL CONTRACTOR THR THRESHOLD
CGST CERAMIC GLAZED STRUCTURAL TILE GL GLASS P PAINT TOB TOP OF BRICK
CH CHANNEL GRT GRATE PC PRECAST CONCRETE TOC TOP OF CONCRETE
CHLKG CAULKING GWB GYPSUM WALL BOARD/SKIM COAT PLASTER PEN PENETRATION TOF TOP OF FOUNDATION
CJ CONTROL JOINT GYP GYPSUM PL,P PROPERTY LINE; PLATE TOP TOP OF PARAPET
CLG CEILING PLAM PLASTIC LAMINATE TOS TOP OS STEEL
C,C CENTER LINE HB HOSE BIB PL PLATE TR TREAD
CL,CLR CLEAR(ANCE) HD HOT DIPPED PLAST PLASTER TS TUBE STEEL
CMU CONCRETE MASONRY UNIT(S) HDWR HARDWARE PNL PANEL TYP TYPICAL
COL COLUMN HGT, HT HEIGHT POLYPRO POLYPROPYLENE
CONC CONCRETE HM HOLLOW METAL PR PAIR U U-VALUE
CONT CONTINUE;CONTINUOUS HOR HORIZONTAL PREFAB PREFABRICATED UL UNDERWRITERS LABORATORIES
CONTR CONTRACTOR HR HAND RAIL PTD PAINTED UNF UNFINISHED
CO COORDINATE HT HEIGHT PT PRESSURE TREATED
CPT CARPET HVAC HEATING VENTILATING&AIR CONDITIONING PVC POLYVINYL CHLORIDE V VENT
CS COUNTER SUNK PVMT PAVEMENT VB VINYL BASE
CT CERAMIC TILE IJ ISOLATION JOINT PLYWD PLYWOOD VCT VINYL COMPOSITION TILE
INCL INCLUDE(S); INCLUDING VERT VERTICAL
DET DETAIL INSUL INSULATE(S); INSULATION QT QUARRY TILE VF VINYL FLOORING
DIA DIAMETER INT INTERIOR VIF VERIFY IN FIELD
DIM DIMENSION JT JOINT R R-VALUE VIN VINYL
DN DOWN RB RUBBER BASE VP VENT PIPE
DS DOWNSPOUT KF KRAFT FACED RD ROOF DRAIN VT VINYL TILE
DTL DETAIL KO KNOCK OUT REF REFER(ENCE) VTR VENT THROUGH ROOF
DWG DRAWING REL RELOCATE
LAM LAMINATED REQ REQUIRE(D) W/ WITH
EA EACH LAV LAVATORY REV REVERSE W/O WITHOUT
EJ EXPANSION JOINT LF LIGHT FIXTURE RFG ROOFING WB WONDERBOARD
EL ELEVATION LLC LEAD COATED COPPER RH ROUND HEAD WC WALL COVERING
ELEV ELEVATOR LVL LAMINATED VENEER LUMBER RL RAIN LEADER WD WOOD
EMERG EMERGENCY RM ROOM WF WIDE FLANGE
EQ EQUAL MANF MANUFACTURER RMV REMOVE WP WATERPROOF
EQP EQUIPMENT MAT MATERIAL RO ROUGH OPENING WPC WATERPROOF COATING
EXG EXISTING MAS MASONRY R/S REINFORCING STEEL WR WASTE RECEPTACLE
EXP EXPOSED MAX MAXIMUM RES RESILIENT WS WOOD SCREW
w EXT EXTERIOR RUB RUBBER FLOORING WT WEIGHT
RVS REVISE WWF WELDED WIRE FABRIC
DURLAND - VAN VOORHIS
po boa 1169
i. manopoisap,mo
0237: IN ABBREVIATIONS
t506.993.6567 VO Z
orch i t e c is
1/4"= 1'-0"
Malinowski Residence Addition
T Fishers Island, New York
March 15, 2013
_ 1
ING 20"OA /
TREE TOI
c ai /
f
- /url /
Nx
PROPOSED NEW
O ,
d)
I I BASEMENT�STAIR a
® /
a� PORCH r d
Q ADDITION
EXISTING TREES /
TO REMOVED j l ,DRIVE
K LINE EXG WALK a IB OOM
04
UTILITY
EASEMENT �0
04 ,
�7Z--
DRIVE
NORTH
DURLAND VAN VOORHIS
�boa 1 169
.. molwp<�s.e,nro
02379 S ITE PLAN L-1 . 1
1508.993.6567
�.0,�; 1, 1, 0' 10' 20' 40'
orchi,eals
1"=20'-0"
SILT FENCE
TO auaE .Ror�, „K.S, ry,"�� HARBOR
/• Ewxra nvF 'o'w,.4rTra To z °0
LLOEIwa olaas °"E" INroro _ AA
Y IFEST HARBORLINNNR BAY a T"i w�Em M< / '7 J1�?\ T / C pa < 8
/ » � / .y.� W
��
FL347 WEILAND
1/2•PER
VEGETATION/CRASS AREA / r r,cea.R,o I �, ,�\ i i k___ •V =m
rMCM DISTMITION BOX /(\. C�. .,- �,\/ i / I, °Q
NOT To SUI[ ✓ r/J Q
i - rtcw rrc ) � � / I �
_
JOSEPH ` .e EN._ n«.,. X51 "1 d
DEED d, _ % HENDERSON WmN n O nam I -� i a
U E ski' (VACANT LAND) \ as U
WEILAND
o psee,NIN' , t� � g
vEzxTmON/aass � S $ A est / d$
E W/ew W���I \ e wx°®f
TIGKLL All
LOCATION MAP SCALE 1"=400'
/�� 9IED xx x'11�\ saN TINT � p�1 \ '>a SYr.'F�P�`f✓�9101MI T�,Y�ME�""OP'"`
II0H1 LATER 1 x /�\\\ - I NN10eGGa.
y 4//{ I QA SN[m MIY N•Ai TCP TWD obbM.oKm.=IcE d sB
wood_/ �� I q,�\ e•wwRr uEs,oPa.c.
APPROXIMATE UMTS STEPS eee�g f '{iF s...wwPsadasT-a,nreoUrm,mm n eaNm,ss a,vsNanTcusla EwaoaartamNAeenm.n+wunTlowraoA,Tmo:.1ENa nvwA>PKPcRr0Es.1p.wm)
iroE
87F1S:ER.MOSLTERODUISSE P.ELS (G4/25/2013)
Or TIDAL WETLANDS
0•-12'TOPSOIL
/I `.\ - at, ��?. / / °r >� S.ITTArrDINKL 9TW1 E rElfUetD As T®m WD WiLR.LL AOWA£C WMEV 12-36'SANDY ND-SUBSOIL
I I lows swan w iTs a*TOAs. 38'-17'FINE SWC-POORLY GRADED
LWIS OF RIDOD LOIS AE PER WPB/ _ \ GRAVEL / NO WATER
IEtDEROE NAt `��1 DRNE - //��T-a
I/ /r , aw, .. Unified Soils Clossification(USC)System(from ASTM 0-2187)
20' Major Divioarr
sion:C -Grained Soils,CNon Sond
Group Symbol:Sp.Poorly graded sores,little or m Rnea
e77% .v. x.,, MRCS.USDA Soll Clossi9cotan. pA-Corver and ymnuth sands.0 to 3%
' \Q, I I / HJT TUB.' � C P
r�!t A------- -- N F �OIIIC 41SId oF90N POR s BFI]IIODY T�1�
T ---; FISHERS ISLAND N
, ,� PIIOIROE ORYPRONDE - 1500 GALLON SEPTIC TANK 3
Q WALL FOR NOW DEVELOPMENT PROVIDE- 1 OISITOBUOON BOX
SIAL PROVIDE-3-6'6'X 6'S'LEACHING POOLS(SEE DETAIL) O
O - J p I CORPORATION Z
/ x cRPY'L INVERT FLFYATIONS-
/ Y DRN a (VACANT LAND) SEPTIC TANK INLET- 37.5 Q Z
Pletl R°RE"—j✓� / ,, EXISTING 1 DBOI OUTLET-36.5
RESIDENCE s �OQe' LEACHING POOLS INLET- 36-0 x
4 / 3F! FF?4i Sp 2 0 Z PROMIDE DRYp
Pwmr.A MROM . WELLPoR ALOOF tT``' m
LAE OF 2113 RISC[ / - Y , 10
_ N/F \I'', oaslwl�ila1 a�wRCE s rX �W = Q
_ -\,` ' b WA v f1EAEE10,' / .lu z -:x: 1116C®E'TES d NY ZZ
HURRICANE COVE 01M01O PROPo6m _ 1.)FIRM-FLOOD INSURANCE RATE NAP SUFFOLK COUNTY.NEW VORK(ALL N w o g_I uj
nn r n nn LLC PROM 1600 aN G � N
( O SEPTIC TAMC /'` i '/� c JURISDICINNS)PANEL 19 OF 1026 NAP NUMBER 36103C0019H REUSED a N
(MUNICIPAL WATER e SEPTEMBER 25,zoos. rc O
ON SITE SEPTIC) �'' %��j '� LL 0
Tar Mas E - 7r
(L
FLING POOL DETAIL O�) / I I r✓���� / /,r�• 1�
I
Not r0 5!'ALE I O 1.)THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED Li
HEREON.WY EIRENSION OF E USE BEYOND THE PURPOSED AGREED TO
I..IGH SEA50UAL GRWNDWATER O/
BED"WRK IRON ROD / ` BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE
ELEVATION 38.57 E/ ENGAGI]AEM.
```� !F/ILlE19 POOL4 4/- oa� /
x
PROM Id 2.)R IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON.UNLESS N
CNOCKOI/T INLET AND .� %RA i �-/ r 1 -mERVICEEg ACTING UNDER E DIRECTION OF A UCENSED LAND SURVEYOR,TO ALTER AN
OUTLET OPENINGS 1�TYE�LINE •.. f /yl/... IERWLi rtEY IN ANY WAY.
�i J96
RIBS INSIDE /`T�--� // N.17 g111• /
SIGNATUREANDAN ORIGINAL EMBOSSED OR NK SEAL ARE E PRODUCT OF �
_ E LAND suavEroR.
/ pRM1'E
T',L / �i / SU VEY TRIANGULATION
DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC
Yj• ' / �� `
SURVEY TRYNGuuTaN srATIMJ TROs'. IO
5.)SITE IS N THE TOWN OF SOUIHOLD.COUNTY OF SUFFOLK TAI MAP 1000. o
'A ✓ ?. - // SECTION 10.BLOCK 11.LOT 5.11.
CAST $ � m I
CONCRETE COVERS ti: ,wPPox_Loi^T'0^i i. N 6.)TOTAL AREA-56.7503 SO.FT. _
!N 722.26 V76.1E -q► C \ 7.)SAIF Is LOCATED N R-80 ZONE. > !
PL9d E 544.26 �. W w qtU W +
COVER LOCKING CASTING s 7E2x�• to-
TO
j \ B.)SASE FOR LEVELS: NGYD 1929. rc
TO CRAOE TO GRADE / // DIMENSIONSSEE
ARC� PLANS BY DURLAND VAV VORRIS FOR LAYOUT AND
IF DROP Y FINISHEDCHIMNEY
10.EwsoloTr FOR FRANCES ESENLOHR N 724.45 `\ JO�O 10.)EXISTING CESSPOOLS TO BE LOCATED.PUMPED AND FILLED WITH SAND OR
s .x 1 12.6/12.6 WI MESH ,w�UK E 698.50 \ _ / GRAVEL PER HEALTH DEPARTMENT REOIAREMEHTS. g
rnxa 6 s 6 6/6 MESH 6. ,� (MUNICIPAL WATER °"fm,I
ON SITE SEPTIC) , s" CyT 11.)PERCENT OF LOT COVERAGE PROPOSED-B.4%.
NLE7 3Moe r xvli OUTLET
\ / '
uauD
NOT
� APPLCAHTS:
=a=N 7 STEVE M.3 SARAN B.MALRgWSKI
m O
1'li P10 'a PO BOX 102 a
INLET BATTLE , FISHERS ISLAND,NY 06390 _ - �n
~ \ / 631-766-7669 ID
1_ Roar I[MOT O
3'
U 4
SROSS SECTION F- �a z _ 3 c"i o
1500 GALLON — 2 COMPARTMENT aanw N/F NOW OR FORMERLY
SFFPTIIC ANAL j A .A E wa SF SQUARE FEET DATE: 05/01/2013
TO Nw BUILDING SETBACK UNE SCALE: 1 = 2O'
As, —t0-- E%IS71NG CONTOURS
b'Toa o.•e o 3E.. DASTNG SPOT GRADE ELEVATION
QUALTIY CONTROL CERTIFICATION o e O•o
GROW REVIEWED DATE '�'61f"� °e•• BRUSHUNE SHEET
ROOT AREA-232J Sr e••0 20 10 0 20
ONaACT NNAGEe REOVwEO.2320 Si x i.e.2/12 A'C' Eo m au+x , a a 1 OF 1
>BT CF/s-'a cr/vr-7 VF ' I f ' CMheC SCALE N RET
RrriY USE TNp(2)-9e
ENNMIuaTr/t
CNR !T b LGN[
Malinowski Residence Addition
— — — - — - — - — — — _ Fishers Island, New York
Bath March 15, 2013
EXISTING REO
TO RE 4AI
-0
Family Room
ereen PeKitchen Bedroom
— p
- - - - - - - - - � 'I Bedroom
1
A-1.6
0" DN
Bedroom
1/2 B h
�� X
sundry
CD
0 77
Sitting Room II Bath
bedroom uroom
N
1
Y
DURIAND VAN VOORHIS 23 -9" NORTH
po bo.1169
motlapci�ae,nw
r 508.993..656616
07 FI RST FLOOR PLAN A-1 . 1
d.varchnecncom �•
orchitects 0' S' 10' 1/0„= 1'—Orr
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
Crawlspace
2
A-1.7
Cellar
FStora�
I771 1
r � A-1.7
Hall - -
u -
� - — — - - - - Clo
i 1
A-1.5
"'- QA�;t43�C
Basement
i 1
A-3.1
`- - - - - - - - - - - - - - - - - -
- - �
r
DURLAND VAN VOORHIS NORTH
Y po bo.1169
molbpoieell,ma
377 • M«�'� BASEMENT PLAN1 2
M.orchited,com � ..
architects 0' 5' 10, 1/8" C)
ESO METAL GUTTER&
DOWNSPOUT TO MATCH M a I ' 1 10`A,c k I Residence
e cJ I d e n c e Addition
ddItIOn
� Y Y J
EXISTING
EDGE OF WALL BELOW -� - -- - - - - - - -- - - F - 1--- - --- Fishers Island, New York
w i
March 15, 2013
CUT BACK OVERHANG TO
ACCOMMODATE EXISTING `
OAK TREE.
\ I
ALIGN OPENING W/ TYPICAL
RAFTER SPACING
STAIR NIC WOOD DECK -
D
ASPHALT SHINGLE ROOF
TO MATCH EXISTING + 1
(V
r
04
II
ISI
IIS
IL III
PATCH ROOF SHEATHING&SHINGLES
4"VENT STACK
i
ROUND METAL GUTTER
DOWNSPOUTS&TO MATCH
EXISTING
ASPHALT SHINGLE ROOF
TO MATCH EXISTING
1
A-3.1
DURLAND VAN VOORHIS NORTH
P.box 1 169
y mono�„en,nw
02379 _
—
1508.993.6567
M+mchibcrc oom ROOF PLAN A-1 .3
\•
orchirec is 0' CJr 10'
2
j 3'-5"
----- Malinowski Residence Addition
Bedroom
a Fishers Island, New York
` '
FILL IN OLD WINDOW L 01 i \ i 4 REMOVE EXG FILL IN OLD WINDOW
OPENING-MATCH EXG /2 h _ _ _, CHIMNEY OPENING-MATCH EXG March 15, 2013
WALL CONSTRUCTION ` -_ -= WALL CONSTRUCTION
& FINISH &FINISH 1x8 EXT V-GROOVE WOOD SIDING
2 102 4 ex 1"WALL SHEATHING
2x4 WOOD STUDS @ 16"OC
- - - - W/R-13 SPRAY FOAM INSUL
ih 103
2 Wall Type 1 - Tyypp Exterior 1x6 HORZ LAP PANELLING
undry 1 '11/2" = 1'-0"
O _ 4 A-6.1 1 AO
1 3 1x6 HORZ LAP PANELLING
zS
F= 0 2
0 1 4 A-6.3 2 0 0 2x4 WOOD STUDS @ 16"OC
W/FG SOUND INSUL
co50 2 bo
3 � 16 Wall Type 2 - Interior Wall 1x6 HORZ LAP PANELLING
Sitting Room 5 2 1 1/2" = 1'-0"
Full Bath CERAMIC TILE
O8 A-6.2 6 O TILE BACKER BOARD
°0 J 2x4 WOOD STUDS @ 16"OC
10'-8" 2'-4" 1'-3 9'-6" W/R-13 SPRAY FOAM INSUL
1x6 HORZ LAP PANELLING
2 3'-4" 1'- 11" '
0 3 o cD Wall Type 3 - Shower Wall
1 s
N
CD 1 7 °0 3 1 1/2" = 1'-0"
1x6 HORZ LAP PANELLING
3 2x2 WOOD STUDS @ 16"OC
2 W/SOUND INSUL
6 M 1
1x6 HORZ LAP PANELLING
OWall Type 4 - Interior Wall Match
8 A-6.1 5 2 4 A-6.2 2
1 4 1 1/2" = 1'-0"
7 108 C° 3
ih
N Bedroom Bedroom
' 4"-5"VENEER
coi _ ao
STONE TO MATCH
EXISTING
109 2 °' 1 _ .
MORTAR BED
2co
SE d = • CONC FOUNDATION
BUILDING O O 1
TBgCK LINE
— Above - "
8'-4" 7 1'. 8'-4-
23'-
'-4"23'-9"+/-VIF _ .._ _ 5 Wall Type 5 - Foundation NORTH
DURLAND • VAN VOORHIS 1 1/2" - 1'-0"
y a ° 7 ,•. PARTIAL FIRST FLOOR PLAN - BEDROOM ADDITION A-1 .4
o r c h irects
As indicated
Malinowski Residence Addition
• Fishers Island, New York
March 15, 2013
SALVAGE EXG GRANITE FOR 1
REUSE ON NEW FOUNDATION 2 S-2.1 8"STEP DOWN INTO SPARE ROOM
I I
00
602
ih ih
a
co co
4"CONC SLAB
0 O 6"STOVE VENEER ABOVE GRADE
OD D TO MATCH EXISITNG
ih ih
N Basement
r - 14"CONC FOUNDATION WALL
N co d.
W/6"SHELF FOR VENEER
"v -v ABOVE GRADE
- a
. d
G L
M M
1
NEW OR SALVAGED STONE
CORE FOR NEW SEPTIC LINE VENEER TO MATCH EXG
0 o FOUNDATION
io 5 io
5
a�'
BUI DINO /
SETBACK LINE—
7'- 1" 2'-8"MO 4'-_4" 2'-8"MO
DURLAND VAN VOORHISNORTH
23'-10"+/-VIF
po Dox 1169
L moMopi.311
+08
9
i e3y6
rnm PARTIAL BASEMENT PLAN - A-1 .5
1/4"= 1'-0"
0' 5' 10'
Mallnowski Residence Addition
Fishers Island, New York
March 15, 2013
10'- 10"
2'- 1" 3'-6" 3'-6"
0 0 O ill
EXG OAK TREE TO REMAIN iv 1 REMOVE EXISTING
At5 STORM DOOR&FRAME
i
00
SPIRAL STAIR NIC 1 �\
ih
Wm
l
O 1 II4A-6.4 2 I I II
- ih jl I I� I lii ' ii
0
3
I i I
2
'Scre'en 'IPo Cft
� I
REM VE EXISTING
— O � O
i
C?
STORM DOOR&FRAME
i
11
i
11
M
N i I i
0
CV -
2'- 1" 3'-6" 3'-6"
10'— 10"+/—VIF
DURLAND VAN VOORHIS NORTH
po box lMo
� mopcisNt,t,mma
02379
50
ar8o96567 ,•. r,r PARTIAL FIRST FLOOR PLAN - PORCH A-1 .6
a<<nit«ts 0' 5' 10' 1/4"= 1'-0"
Malinowski Residence Addition
- Fishers Island, New York
March 15, 2013
3
A-1.7
2
A-1.7
0
CONC STAIR
711 LLLL]
CONC 2
.10 RETAINING WALL A-1.7
1 Stfi fin*sh AL —
°° _ tom founciabon = PIPE RAIL
MTL PIPE RAIL
A-1.7 ' CONC STAIR
CONC SHOE @ EXG
CAST CONC SHOE
B01
RUBBLE O AGAINST EXG RUBBLE FOUNDATION
FOUNDATION 10„
CONC RETAINING WALL
� CONC RETAINING WALL � _ ,4
4"CONC SLAB
4"CONC-SLAB— • — easemen flr
_ a a
00 CONC FOOTING
CONC FOOTING
9
A-5.1
X-0" 10"
BASEMENT STAIR PLAN 2 STAIR SECTION E-W 3 STAIR SECTION N-S
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
DURLAND VAN VOORHIS
po box 1 169
r mollopoiself,ma
0237: • BASEMENT STAIR A-1 .7
t 508.993.6567
M+archiroaccom � .
architects
Malinowski Residence Addition
- Fishers Island, New York
March 15, 2013
12
MATCH EXG ASPHALT SHINGLE ROOF
TO MATCH EXG
NEW SCREENED OPENINGS
ll � ALIGN NEW WINDOW SILLS W/
TYP EXG HOUSE SILLS
1 1/2"DIA PIPE RAIL1 ' 1x8 V-GROOVE SIDING
k
- TO MATCH EXG
CONCRETE AREAWAY �J
1x4 LATTICE
i
i
i
1 1 �3
A75.1
r—LL----1
NORTH ELEVATION
SCALE: 1/8" = 1'-0" REMOVE EXG CHIMNEY&
r PATCH EXG ROOF -
i
ASPHALT SHINGLE ROOF - - -- 2
---
TO MATCH EXG _
ALIGN NEW WINDOWS
SILLS W/EXG HOUSE SILLSFFFUI
1x8 V-GROOVE SIDING TO
MATCH EXG
NEW/SLAVAGED STONE VENEER I 8
TO MATCH EXG FOUNDATION - -- -- - - - - -- - - -- --
(�
T--
-_ ( - -
�t - — - — - — - — - -—
2 EAST ELEVATION
DURLAND VAN VOORHIS
SCALE: 1/8" = 1'-0"
po bo.1169
y moeapcisalr,ma
� 0
993,6567 ,, NORTH & EAST EXTERIOR ELEVATIONS A-2. 1
architects
REMOVE EXG CHIMNEY&
NEW RAILING PATCH ROOF AS REQ'D r - M a l i n o w s k i Residence Addition
I
MATCH EXG F 12 Fishers Island, New York
-
ASPHALT SHINGLE ROOF TO MATCH EXG m 12 MATCH EXG March 15, 2013
-1
NEW SCREENED OPENINGS
ALIGN NEW WINDOWS SILLS
W/EXG SILLS
ALIGN SILL WILL TYPICAL EXG HOUSE SILLS
1x8 V-GROOVE SIDING TO
1x8 V-GROOVE SIDING TO MATCH EXG �
MATCH EXG
_ 36"PIPE RAILING
1x4 LATTICE _ ® ® NEW/SLAVAGED STONE
VENEER TO MATCH EXG
I I FOUNDATION
I I I I I I
I I I I I I I I I I
rum rL-'� rum I
I I I I
I I I I
--------
SOUTH ELEVATION
NEW RAILING
SCALE: 1/8" = 1'-0"
REMOVE EXG CHIMNEY&
2 1 PATCH ROOF AS REQ'D
ASPHALT SHINGLE ROOF TO A-3.1 A-3.1
MATCH EXG
ASPHALT SHINGLE ROOF
- -- -
NEW SCREENED TO MATCH EXG- - ---- ---- --------- ---
OPENINGS -
- ALIGN NEW WINDOW SILLS
ALIGN SILL WILL TYPICAL 12 - - - W/EXG SILLS
EXG HOUSE SILLS
TCH EXG
1x8 V-GROOVE SIDING TO
1x8 V-GROOVE SIDING
TO MATCH EXG T J � MATCH EXG
L_ LLLIA 1=1 NEW/SLAVAGED STONE
I�I�1TI � - - VENEER TO MATCH EXG
1x4 LATTICE __ -_ I � 1 _! Lh!!� FOUNDATION
-_
--- - -- -
77
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
u u I
rum r � ru
LL.--j
—J L—J L—J
I I
WEST ELEVATION ~------------------------- -------�
SCALE: 1/8" = 1'-0"
DURLAND VAN VOORHIS
po box 1169
.. mocoPoisell,i11a
508.993.6567 1 0 SOUTH & WEST EXTERIOR ELEVATIONS A-2.2
architects
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
12
1 MATCH EXG
LLI
A-4.1
•
12
MATCH EXG F - .
I I
LL
F—
I I U I I
2
J
U
co I
I I
❑ ❑ ao
0
dan
- - I
N
0 ❑
ement fir _ _I ❑
C1 A L _ — _ — - —J
__j
ADDITION SECTION 2 PORCH ,SECTION
SCALE: 1/4" - 1'-0" SCALE. 1/4 - 1 -0
DURLAND VAN VOORHIS
po bo.1169
— momxi 02379
01991n167 ,. BUILDING SECTIONS A-3. 1
architects 1/4"= 11-01,
Mal I nowski Residence Addition
v - - additiorLtO j Fishers Island, New York
— � March 15, 2013
A-5.2 1
A-5.2
1St
lddition fIIIISh flr L1
,— to�offo \1
m a
1 _ 8"CONT FROST WALL
A-5.1 p
FOR TIE DOWN INFOMATION AND
SEE STRUCT DRAWING FOR DETAILS SEE STRUCTURAL DRAWING S-3.1
_
° `° �" " WIND LOADING
CONC FOUNDATION •, • CONT CONC FOOTING
W/2#5 BARS @ BOT
4"CONC FLOOR SLAB
—exo basamanlf
CONCFOOTING new baS
2 PORCH WALL SECTION
DURLAND VAN VOORHIS — botO
SCALE: J/
tox 1169
027° TYPICAL WALL SECTION
02379 WALL SECTIONS
t 508.993.6667 , -4
1 " 1 SCALE:
architects 1/2"- 1r—Orr
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
1 1/2"DIA TOP RAIL
1 st flrJnish 1 1/2"DIA CORNER POSTS,TYP
PT 2x8 SILL top of fOW1H }i�n �
777777-
a_""��
PT WD BLOCKING 5" MAX
%i
1/2"DIA ANCHOR BOLT
1"DIA BALLUSTERS TYP
r� =g
CONCRETE FOUNDATION WALL CONC SHOE
r
CONC RETAINING WALL
5"VENEER STONES ABOVE
GRADE-COURSING,COLOR NEW CONC STAI °
&TEXTURE TO MATCH EXG
2"CORED BASE FOR
EXG FIELDSTON PIPE RAIL,TYP
FOUNDATIO
I� 1I
a °• II II
FOUNDATION VENEER DETAIL 2 BASEMENT STAIR DETAIL 3 RAILING DETAIL
SCALE: 1" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"
DURLAND VAN VOORHIS
po bo.1169
„ monaPcsen,ma
02379 • EXTERIOR DETAILS A 5. 1
1 508.993.6567
Mvarchi"cnmm �
architects
As indicated
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
2"x 6"RAFTER TAIL BOLTED TO
4x4 WOOD POST ROOF RAFTER SIZE&SPACING
TO MATCH EXG ROOF
COPPER FLASHING 1x4 MAHOGANY ROOF DECK
2x4 PT SLEEPERS AT 16"OC
METAL STAIR NIC
MEMBRANE ROOFING
3-1/2"DIA BOLTS @ EA
RAFTER TAIL - 3/4"PLYWD ROOF SHEATHING
ASPHALT SHINGLES I 2x10 ROOF RAFTER @ V-0"OC FOR PLYWOOD ROOF
RAFTER SPACING
iO0 SHEATHING
V-GROOVE WOOD
SIDING TO MATCH EXG
ZHALF-ROUND METAL
GUTTER TO MATCH EXG
PLYWD WALL SHEATHING
1'-0"+/-V I F
PORCH RAFTER/ROOF DETAIL 2 BEDROOM ADDITION RAFTER/ROOF DETAIL
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
DURLAND VAN VOORHIS
po box 1169
., molbpcise8,ma
02379 EXTERIOR DETAILS A-5.2
508.993.6567
dvvachitxican \
.,ch itects
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
1x6 CENTERBEAD
1x6 WD PANELLING EXG 1x8 V GROOVE WOOD PANELLING
----771 SIDING(PATCH @ EXG
WINDOW OPENING) LAUNDRY SINK 1x6 CENTERBEAD
I WOOD PANELLING
I
WOOD COUNTER
I I
I I
II
I I
1x8 WD BASE ------i 1x8 WOOD BASE
❑
/ O O ;E��
1 LAUNDRY - E 2 LAUNDRY ; N 3 LAUNDRY ; S 4 LAUNDRY ; W
SCALE: 114 == 1'-0" SCALE: 1/4 - 1 -0 SCALE. 114 - 1 -0 SCALE. 1/4 - 1 -0
1x6 WOOD 1x6 WOOD
1x6 CENTERBEAD PANELLING PANELLING
WOOD PANELLING
0 0 1x6 CENTERBEAD Lu
01� Ill I La WOOD PANELLING 71 1
❑ ❑ 1x8 WOOD BASE
1x8 WOOD BASE 1E 1x8 WOOD BASE
WOOD BASE
❑ ❑ ❑ ❑
101v -p
(DBEDR OOM 1 - E 6 BEDROOM 1 - N 7 BEDROOM 1 - S 8 ) BEDR??M
1 - W
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1 -0 SCALE. 1/4 - 1 -0 SCALE. 4 - 1 -0
DURLAND VAN VOORHIS
P.'oox 1169
023
9
t 0.8993
.65567 ,. INTERIOR E L E VAT I O N S A-6. 1
o«h;tect: 01 5' 10' 1/4"= 1'-0"
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
El ❑ 1x6 CENTERBEAD 1x6 WOOD
D WOOD PANELLING 1x6 CENTERBEAD
PANELLING 1x6 WOOD WOOD
PANELLING PANELLING
1x8 WOOD
1 x8 WOOD 1x8 WOOD BASE
BASE 1x8 WOOD BASE
❑ ❑ 1 ❑ BASE ❑ ❑
BEDROOM 2 - N 2 BEDROOM E 3 )_BEDRO?M �
- S BEDROOM 2 - W
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE. 1/4 = 1'-0SCALE: 1/4" = 1'-0"
1x6 WOOD CEILING 3x6 CERAMIC TILE
3x6 CERAMIC TILE @ SHOWER
1x6 CENTERBEAD 1x6 WOOD @ SHOWER
1x6 CENTERBEAD
WOOD PANELLING PANELLING 1x6 CENTERBEAD WOOD PANELLING
SINK NEW WINDOW WOOD PANELLING
7[
n n NEW DOOR
tf Yl SINK BASE SINK BASE GLASS SHOWER ENCLOSI
1'-6 GLASS SHOWER
HALF WALL HALF WALL ENCLOSURE TUB
TOILETloo 1x8 WOOD BASE TUB 1x8 WOOD BASE
TUB 1x8 WOOD BASE SINK BASE
1x8 WOOD BASE
SHOWER BASE
1'-3" 2'-9" V-3"
5 BATHROOM ; N 6 BATHROOM ; E 7 BATHROOM - S 8 BATHROOM - W
SCALE: 1/4 - 1 -0 SCALE. 1/4 - 1 -0 SCALE. 1/4 - 1 -0 SCALE: 1/4" - 1'-0"
DURLAND - VAN VOORHIS
po box 1189
e�'a� ,.' N m INTERIOR ELEVATIONS A-6.2
architects 0' 5' 10'
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
r---- 1x6 CENTERBEAD
i EXG 1x8 V-GROOVE
WOOD PANELLING
WOOD SIDING
(PATCH @ EXG
WINDOW OPENING)
F L i
____ 11 1 x8 WOOD BASE
❑ ❑ -4fn. ❑
COMMON ROOM - N 2 COMMON ROOM - E
SCALE: 1/4" = 1'-0"
El 1x6 CENTERBEAD ]EI:U 1x6 WOOD
WOOD PANELLING T-MIPANELLING
1x8 WOOD BASE 1x8 WOOD
❑ ❑ ❑ BASE
3 COMMON ROOM - S 4 COMMON ROOM - W
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
DURLAND VAN VOORHIS
- po box H
69
79
8993 5 1 0 INTERIOR ELEVATIONS A-6.3
.,ch it e is 01 5' 10,
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
EXG 1x8 V-GROOVE
f� R WOOD SIDING
1x6 WOOD PANELLING
1x8 WOOD BASE
a a 0 a 0 a
PORCH - N _ 2 PORCH - E
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
1
A-5.2
1x6 WOOD PANELLING
1x6 WOOD PANELLING
—1 -- -- — -,- k ——L L====j I
a 1x8 WOOD BASE a a 1x8 WOOD BASE
3 PORCH - S _ 4 PORCH - W
SCALE: 1/4" = 1'-0" SCALE: 1/4"
DURLAND VAN VOORHIS
i W ooa 1169
8,993.6 `, INTERIOR ELEVATIONS A-6.4
.—h it ects
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
DOOR TYPES
❑ ❑ [�
O
D
D
0
A B C D E
PASSAGE DOOR BEDROOM BATHROOM CLOSET EXTERIOR DOOR
THREE PANEL SIX-PANEL FNE PANEL ONE PANEL ONE-PANEL W/
WOOD DOOR WOOD DOOR WOOD DOOR WOOD DOOR GLAZED TOP WOOD
1 3/8"THICK 1 31W THICK 1 3/8"THICK 13/8"THICK DOOR 1 3J4"THICK
DOOR SCHEDULE
NUMBER HEIGHT WIDTH TYPE LOCATION HARDWARE
101 6'-8" 2'-6" 1 D LAUNDRY PASSAGE
102 6'-8" l'-4" D LINEN CLOSET PASSAGE
103 6'-8" 2'-6" A SITTING ROOM PASSAGE
104 6'-8" 2'-6" C BATHROOM PRIVACY
105 6'-8" 2'-6" C BATHROOM PRIVACY
106 6'-8" 2'-6" B BEDROOM PRIVACY
107 6'-8" 2'-6" B BEDROOM PRIVACY
108 6'-8" 2'-4" D CLOSET PASSAGE
109 6'-8" 2'-4" D CLOSET PASSAGE
110 6'-8" 2'-6" E PORCH ENTRY
111 6'-8" 2'-6- E PORCH ENTRY
B01 7'-0" 2'-10" E BASEMENT ENTRY
B02 6'-8" 2'-8" A BASEMENT PASSAGE
DURLAND VAN VOORHIS
. u�'oac 2379
02379
t 508.993.6
567 , ORS A-8. 1
architects
Malinowski Residence Addition
Fishers Island, New York
3'-0" 2'-4" March 15, 2013
10 3/4"
3'-0"
r`
co -------
o
r
10 LO A B C D
Marvin Marvin Marvin Marvin
Wood Ultimate Double Hung Wood Ultimate Double Hung Wood Ultimate Double Hung Wood Ultimate Awning
Low E II Insulating Glass Low E II Insulating Glass Low E II Insulating Glass Low E II Insulating Glass
SDL 5/8"Putty Profile SDL 5/8"Putty Profile SDL 5/8"Putty Profile SDL 5/8"Putty Profile
w/Spacer Bar w/Spacer Bar w/Spacer Bar w/Spacer Bar
4W2H Lite Cut 3W2H Lite Cut 2W 1 H Lite Cut 2W1 H Lite Cut
4 1/2"x 5/4"Flat Casing 4 1/2"x 5/4"Flat Casing 4 1/2"x 5/4"Flat Casing 2"x 5/4"Brick Mould
CORNER &2"Sill Nosing &2"Sill Nosing &2"Sill Nosing &2"Sill Nosing
HEAD Mahogany Screen Mahogany Screen
RO=3'-4"w x 4'- 10 1/2"h
3'-1" 3'-21/2"
1 �
2'-4"
N N
z (V (O
N � O
�t
CV
E F G
Marvin Custom Fabricated Custom Fabricated
Wood Ultimate Awning Removal Wood Casement Removal Wood Casement
Low E II Insulating Glass Windows w/Custom-made Windows w/Custom-made
SILL MULLION SDL 5/8"Putty Profile Exterior Wood Screens Exterior Wood Screens
w/Spacer Bar
2W1 H Lite Cut
2"x 5/4"Brick Mould
&2"Sill Nosing
CASEMENT DETAILS (:::) WINDOW TYPES
SCALE: 11/2 = 1'-0" SCALE: J/
DURLAND VAN VOORHIS
po bo.l 9
„ monapown,np
02379
'656 • WINDOWS A-8.2
t SD8.993.6567
d.+«deecn com \ .
orchitects
As indicated
HEAD CASING
Malinowski Residence Addition
Fishers Island, New York
JAMB EXTENSION SILL&FLOOR FRAMING
M
JAMB EXTENSION arch 15, 2013
HEAD
BLOCKING AS REQ'D HEAD
BLOCKING AS REQ'D
INTERIOR WOOD CASING °
EXTERIOR CASING -
INTERIOR WOOD CASING
EXTERIOR BRICK MOLD :: " " °
ED
JAMB EXTENSION,AS REQ'D
JAMB EXTENSION,AS REQ'D iv
JAMB JAMB
PARTING RAIL
PARTING RAIL
PARTING RAIL PARTNG RAIL
SILL PAN WOOD WINDOW STOOL CAP F -------------
SILL PAN i i WOOD WINDOW STOOL CAP
WD BLOCKING AS
WOOD SILL NOSING REQ'D i PT BLOCKING AS
WOOD APRON WOOD SILL NOSING REQ'D
WOOD APRON
At- - =; _ CONC FOUNDATION
SILL SILL
DOUBLE-HUNG DETAILS 2)_BASEMENT WINDOW DETAILS
SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2"
DURLAND VAN VO 15
W-1169
a nwtbpcsN1,me
023779 WINDOW DETAILS A-8.3
t 508.993.6567
hr«d,..cn com \ .
architects 1 1/2„= 1,-011
Malinowski Residence Addition
. Fishers Island, New York
--------------I
March 15, 2013
8"FROST WALL
W/FOOTING
I I
I I
I I
I I I
I I
2 Crawlspace
A-3.1 OD
I I o
2
I I �
A-1.7
I I
Cellar _
I I r
Ii I
I - - I –
L_— ----------- C
- I
I
CIO 00
I
r
EXTEND EXG WALLi CONC FOOTING BELOW
I _
�I
I o
8"STEP IN FLOOR StOr '` i REMOVE&SALVAGE
II STONE FOUNDATION
S-2 FOR REUSE
U o
CI 10"
CONC FOUNDATION
I
4"CONC SLAB I
5o I I I co
I I I
O sement ; O
ih I I I ih
BEAM POCKET N BEAM POCKET
' 00 I I CD N
�
N – I I
21'-6" "I
I I
4
STONE VENEER M I I M
A-3.1 _ STONE VENEER
o I I o
CO
I I
I ° I
7' '-8 4'-4" '-8F7'- 1"
DURLAND VAN VOORHIS MO 23'- 10" MO
apo box 1169
� "apoisee,"ia
.13'a
1506 993.6567 • FOUNDATION PLAN S-1 . 1
Mvwcha«n.arm • .
architects .1
12-PT 2X10 DOUBLE RIM JOIST Malinowski Residence Addition
• Fishers Island, New York
3-PT 2X10 TRIPLE GIRT March 15, 2013
PT 2X10 FLOOR JOISSTS @ 16"OC
i
14
2
A-3.1 � - -
2-PT 2X10 DOUBLE RIM JOIST
i
2x10 FLOOR JOISTS @ 16"OC
FLUSH FRAMED INTO BEAM
bo
W10x22 STEEL BEAM S 1.
- - ih
2x10 RIM JOIST iso
FLOOR FRAMING DETAIL A-3.1
2
SCALE: 3" = 1'-0"
• 21'-6"
DURLAND VAN VOORHIS
po box 1 169
j 508,993 59 , FIRST FLOOR FRAMING PLAN S-1 .2
h`t"" As indicated
Malinowski Residence Addition
DOUBLE 2x10 HEADER Fishers Island, New York
March 15, 2013
2"x 8"ROOF RAFTERS @ 2'-0"OC
RAFTER TAILS TO MATCH
EXISTING FRAMING
2
A-3.1 .-
2x10 ROOF RAFTERS _-
@ 12"OC TYP
DOUBLE 2x10 HEADER k
t
2x10 RIDGE RAFTER — — r PATCH ROOF SHEATHING
I m WHERE CHIMNEY IS REMOVED
iir-
7
2"x 8"ROOF RAFTERS @ 2'-0"OC
RAFTER TAILS TO MATCH EXISTING --
FRAMING
Lowi
TF
IT
1 2
I E
4
r
1
A-3.1
� c
DURLAND VAN VOORHIS
po t».1 169
+ m.ttapcisee,ma
023= • ROOF FRAMING PLAN
1508.993.6567
\ � S-1 .3
M.ror h�t.cu com
.,chit ects
A Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
REMOVE EXG FIELDSTONE
FOUNDATION AT EXG SOUTH WALL
1 NEW WOOD STUD WALL
EXG CONC FLOOR I ALIGN FINISH FACE WITH
TO REMAIN 1 EXG EXT WALL
1
I
Pxu hase
new asementfirM
NEW THICKENED SLAB
AT TRANSITION
BASEMENT FLOOR SLAB TRANSITION
SCALE: 112" = 1'-0"
DURLAND VAN VOORHIS
po box 1169
02379
a7 ,. STRU CTU RAL DETAILS S-2. 1
a r c h i f e c t
GENERAL NOTES:
1. SHEARWALL PLANS BASED ON ARCHITECTURAL DRAWINGS FROM DURLAN - VAN VOORHIS ARCHITECTS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
2. SHEARWALL CONSTRUCTION SHOWN ON THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2007 CME
BUILDING CODE OF NEW YORK STATE FOR A 120 MPH WIND SPEED. EXPOSURE B.
3. SILL ANCHOR BOLTS SHALL BE h' DIA. L BOLTS WITH 5' CONCRETE EMBEDMENT, PLACED AT 48" O.C.
MAXIMUM UNLESS OTHERWISE NOTED AND NO MORE THAN 12" FROM THE ENDS OF WALLS AND SILL PLATES.
I
SEE SHEARWALL SCHEDULE FOR ADDITIONAL ANCHOR BOLT REQUIREMENTS WITHIN LIMITS OF SHEARWALLS.
12"DIMENSION FOR END SILL ANCHOR BOLTS CAN BE MEASURED FROM SHEAR WALL HOLDOWN ANCHORS.
4. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONG-TIE AND SHALL BE INSTALLED IN
Bedroom STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS. CME ASSOCIATF,S
5. SIMPSON H4 HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONNECTIONS. ENGINEERING,
C2LTERNATE CONNECTORS SHALL HAVE 330 LB. UPLIFT CAPACITY AND 125 LB. LATERAL CAPACITY
Le d PARALLEL TO WALL. LAND SURVEYING&
XISTING ARCHITECTURE,PLLC
---- STRUCTURE 6. INSTALL VERTICAL BLOCKING TIGHT BETWEEN RAFTERS AT SUPPORTING WALLS FOR STABILITY AND SHEAR
TRANSFER. TOE NAIL TO WALL TOP PLATE WITH 3" x 0.131" FRAMING NAILS a 3"O.C. MAX. WITH (3)
® PROPOSED NAILS MINIMUM EACH BLOCK. 32 Crabtree Lam.w«>asmu.CT06281
ADDITION 55 Man Street.No Ch.CT 063W
7. DOUBLE WALL PLATE PLY JOINTS SHALL BE LAPPED 24" AND NAILED TOGETHER WITH TWO ROWS OF 16D 333 East River Dme,E.Hartford.CT 061 D8
COMMON NAILS a 3" O.C. MAX. 50 Elm Street.Southbndge.MA 01550
Phone 838.291-322'
Bath
B. DIMENSIONAL LUMBER SHALL BE SPF NO. 2 OR BETTER. UNLESS OTHERWISE NOTED. wvry rmeenrnrwering ro
HDU2 Sitting Room 9. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI 28 DAY COMPRESSIVE STRENGTH.
SW-A O I HDU2
SHEARWALL SCHEDULE
\ MARK SHEATHING FASTENERS S LLCCRPELATE WALL PLATE CONNECTIONS
SW-A AN HOR BTOLETS
TYPE SIDE BLOCKED BLOCK EDGE FIELD SILL R BOTTOM R TOP f TOP Q
/I EDGES SIZE NAILS NAILS TO RIM TO RIM TO RIM TO ROOF
SW-A I{6' PLYWOOD XTEROR YES 2x NOM. 8d 8d " DIA, a 32" LS90 @ SDS Y"x4Y2 LS90 a LS90 e
6'O-C- 12'O-C. O•C. W/ 5"EMBED 16"O.C. e 8 O.C. 16 0•C. 16-O.C.
Bedroom Bedroom
SHEARWALL SCHEDULE NOTES:
1 1. SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE
1 EXPOSURE 1. 8d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2," LONG MIN.
j HDU4 2. PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES.
HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS.
HDU4 SW-A 4. SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. MA LI N O W S KI
H4 CLIP AT 5. ANCHOR BOLTS AND CLIPS SHALL BE INSTALLED WITHIN 12" OF WALL ENDS.
EACH RAFTER 6RESIDENCE ADDITION
SHEARWALL PLAN — BEDROOM ADDITION (2) AC4 CLIPS AT . SILL ANCHOR BOLTS SHALL BE CENTERED ON SILL Q AND SHALL BE INSTALLED W/ 2" CONCRETE COYER MIN.
INTERIOR POSTS AND (4) FISHERS ISLAND
SCALE: Y" = 1'-0" ACE4 CLIPS AT CORNER 7• SHEARWALL EXTENTS INDICATED THUS: ------ ON PLAN. NEN`YORK
Posrs HOLDOWN SCHEDULE
PROPOSED EXISTING �F E Ep Dp CC EETT 7� s[
ADDITION STRUCTURE MARK MODEL N0. FTOTPOSTS B OSTRY ANCHNORRBIAT (Ng$� ETES
3Y2"x3Y2" PARALLAM PREPARED FOR
PSL 1.8E COLUMN (6) SD (2) 2x4 A.
HDU2 HDU2 y"x,)� DFtt2 M14 2380
DURLAND-VAN
HDU4 HD (10) SDS (3) 2x4 3" ULA. 3440 VOORHIS ARCHITECTS
Y%2X' DFOR2 ST614
r HOLDOWN SCHEDULE NOTES: PO BOX 11(.4
r MATTAPOISETT,MA 02739
r
F�W' PLYWOOD 1. SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS.
r 6 1 A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED.
I
\ q/ i 2. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE d 5' END DISTANCE MINIMUM FROM CONCRETE FACE U.0-N.
3. PROVIDE HEAVY WASHER S TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL
BE MEASURED FROM TOP OF FDN• WALL OR FOOTING TO WASHER. REVISIONS
r
r REGION OF WALL CONNECT POST TO BEAM "` °ate o-
BELOW WINDOWS. WITH CS18 COIL STRAPPING
SEE NOTE. 10" MIN. LENGTH AT BEAM
r
AND AT POST
r
Screen Porch
(2) AC6
CLIPS SHEAR WALL PLANS,
�I,Is.j r
f•Te(i'' SECTIONS,&NOTES
r 6x6 PT POST
nb;is;`3 r
Iltta }r ■ ��� 1 ABU66
NN 1 1 POST rAU
jtitij8. s 1 I BASE S►R . °b
r
`i r If • ��, PROJECT NO. 2011,811)
_
CONIC. FROST
r WALL 1` SCALE. AS NOTED
( ' SECTION
DATE March 13.2614
SCALE: 414
r = 1'-0" DESIGNHD AN
, - NOTE: EACH COLUMN SHALL BE NAILED ON BOTH SIDES WITH 2 COLUMNS
OF 16D NAILS AT 3" O.C. VERTICALLY WITHIN THIS REGION. j �`— DRAWN AN
- - SHEARWALL PLAN - SCREEN PORCH cHEcxcD ,MN
+ SCALE: " = 1 —0" DRA N'I\G\1 A1131
r
Malinowski Residence Addition
E Fishers Island, New York
March 15, 2013
4"VENT
4"DRAIN
NEW TIE INTO 4"TOILET DRAIN
PROPOSED SEPTIC
SYSTEM ` ` 1 1/2"SINK VENT
' 2"SINK DRAIN
OI `� ` I 4"VENT STACK
K THROUGH R OF
LINES CONNECT AT
NEW SPTIC TANK '
r
/ 1 1/2"SINK VENT
2"SINK DRAIN
NEW TIE INTO /
PROPOSED SEPTIC 1 1/2"SHOWER VENT
SYSTE /
( SINK 1 1/2"WASHER VENT
ASH 2"WASHER DRAIN
2"SHOWER DRAIN
4"TOILET DRAIN
ROWER 1
1 1/2"TUB VENT
TUP 2"TUB DRAIN
4"DRAIN
INSIDE OF
FOUNDATION WALL
A
DUR_LAND VAN VOORHIS
po boa 1169
02'79 ,. PLUMBING RISER DIAGRAM P-1 . 1
architects 3/16"= 1'-0"
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
'F-
-- Bath E
GFI
IL
Screer� Po Family Room Kitchen Bedroom
ELECTRICAL LEGEND
�_-_ �..__..`� SINGLE SWITCH
cFL 1, D
GFI u THREE-WAY SWITCH
Bedroom GFIOUTLET
i
n
S
p
D Cti
DUPLEX OUTLET
-- APPLIANCE OUTLET
1/2 Bath �-- v Bedroom !
CEILING FAN
QD
aun
O 4"DIA RECESSED LIGHT
2 GFIE j n WALL SCONCE
i
fitting R ,
0 0 0 0
i, Bath ,
3
Bedroon I Bedroom
DURIAND VAN VOORHIS
po10 -.1t""'
ox1 11 —
7 'o FIRST FLOOR PLAN ELECTRICAL E-1 . 1
architects
fh''a"s As indicated
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
Crawl s pace
Cellar
ELECTRICAL LEGEND
D
SINGLE SWITCH
THREE-WAY SWITCH
CIO
11—J GFI OUTLET
Storag
DUPLEX OUTLET
all
u APPLIANCE OUTLET
CIO
8 6 CEILING FAN
4"DIA RECESSED LIGHT
WALL SCONCE
Base ent
I
DURIAND VAN VOORHIS
po bo.I'l 69
,6
1508,993 11 7 ELECTRICAL -1 .2
*_h_ :. 1, .m BASEMENT FLOOR PLAN E
architects As indicated
Malinowski Residence Addition
Fishers Island, New York
Master March 15, 2013
Hot Bedroom
Tub
Deck
Bathroom
Family Room Kitchen
Bedroom
Porch
Bedroom
DN
zBedroom
Bath
DUR..AND VAN VOORHIS NORTH
po oox
1169 —
k mmbpc��.379
1508 9 .656 1 0 FIRST FLOOR PLAN EXISTING X-1 . 1
architects 0' 5. 10, 1/8"= 11-01,
4
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
Crawlspace
Crawlspace Cellar
Storage
Hall
u
DUR4AND VAN VOORHIS NORTH
po box 1 169
X morwxi
02379
2 mo
u
508 999.656.656 —
7 BASEMENT PLAN EXISTING X-1 .2
•
M.or<hirecn mm �
a<<h i,e<<S 0' 5' 10' 1/8"=1'-0"
r
Ma I i nowski Residence Addition
j Fishers Island, New York
March 15, 2013
NORTH ELEVATION - EXISTING
SCALE: 118" = 1'
i
IL
I
EAST ELEVATION - EXISTING
2 �
i SCALE: 118" = 1'-0' or 5. 10,
ND • :,VAN VOORHIS
� pv box 7 169
z .��° � .0
dwvrchibcls.mm L EXISTING NORTH & EAST EXTERIOR ELEVATIONS
X-2 . 1
arc h i I.c Is 1/O„C 1,_O.
Malinowski Residence Addition
Fishers Island, New York
March 15, 2013
FH I
EEL
SOUTHELEVATION - EXISTING
SCALE: 1/8" = 1'-0"
0 0
LL
0 0
2 WEST ELEVATION - EXISTING
SCALE: 1/8" = 1'-0"
ND = ,PVAN VOORHIS 01 5 10'
• po box 1 169
e379
° m . EXISTING SOUTH & WEST EXTERIOR ELEVATIONS X-2 .2
architects