PORTFOLIO JENNIFER STEACY
ACADEMIC Systems: Go Linear Development A Separate Space Low Rider Colossus of Rhouladentori Contract to Expand Paired Reaction Divine Intervention Unsolicited Make - Do
PERSONAL A Broad Abroad: Helsinki A Broad Abroad: Buenos Aires St. Ann’s Academy Operative Underpass
PROFESSIONAL Beach Lane Dering Hall Berkeley House Stairscape
1 5 9 13 15 19 25 31 37 39
47 49 51 55
59 81 97 105
Jennifer Steacy 54 Saint Nicholas Ave. Apt. 1F Brooklyn, NY 11237 570.807.3100 jensteacy@gmail.com cargocollective.com/jensteacy
The first project in graduate studies, ‘material organization’ was an exercise in systematic construction. The evolution of a unit is followed by the development of a connection strategy, leading to a very structured geometric field. In the final analysis the most intriguing revelation is the coexistence of the chaos and order within the same geometric field. The process driven exercise dictates the form as opposed to the creation of form. The vital lesson and beautiful sculpture which resulted were a solid foundation for the rest of graduate studies.
SYSTEMS: GO
MATERIAL ORGANIZATION OBJECT (approx. 24”x 12”) SUNG HO KIM, professor FL 2008
2
above: evolution of unit
above: models details
above: evolution of system
above: models details
above: section and analysis
4
The impetus of the project began with constructs which addressed qualities of line. The program - a research facility - is designed to foster moments of collaboration. The continuity of a line translated into three dimensions creates volumes of crisscrossing space and maintains a fluidity of form. Embedded within the landscape, the climate conditions allowed for flexible transitions from interior to exterior.
LINEAR DEVELOPMENT phoenix, arizona
RESEARCH FACILITY 35,000 SQFT JEN MAIGRET, professor SP 2009
6
above: section
above: plans
8
With the many restrictions imposed by a housing project I looked for a way to make a typical element, the wall, something special. In this project the wall becomes a light well which separates public and private spaces within each unit yet unifies them by providing daylight to both. These light wells then offer a method for uniting the entire complex. Additionally, the two building strategy allowed for the creation of a private courtyard.
A SEPARATE SPACE st. louis, missouri
HOUSING 40,000 SQFT PAUL LUKEZ + KEN TRACY professors FL 2009
10
above: one bedroom unitt
above: two bedroom unitt
UP U P
DN
above: three bedroom unit
As part of a semester spent in Helsinki, a furniture design course with the prompt of making a wooden chair was integral to a true Finnish design experience. In the process I had my first lessons in furniture design and bent wood construction. The simple chair, made of only two pieces is a new twist on temporary, flexible seating.
LOW RIDER helsinki, finland
FURNITURE DESIGN 6 SQFT JULIE SCHEU, professor SP 2010
above: chair photograph, perspective
above: chair photograph, elevation
14
A sketch project, the pavilion was intended to act as marker of and entry to an under used square in Helsinki, Ruoholahdentori. The existing site contained cascading steps which lead into the adjacent harbor. In order to draw attention towards the water the pavilion was located at the convergence of the square and these steps. Drawing strong inspiration from the Vil a Malaparte, the pavilion extends the existing stairs to the square while incorporating small programmatic elements into the act of ascension.
COLOSSUS OF RUOHOLAH helsinki, finland
RUOHOLAHDENTORI PAVILION 1,500 SQFT WITH NATHANIEL ELBERFELD SP 2010
16
tent staircase broken box video experience frame incremental variation inside/outside
The American Cultural Center in Helsinki was an opportunity to represent America in the Finnish context. Of particular difficulty was designing a space which mediates an exuberant American culture and a reserved Finnish one. Spatial y the dynamic, overlapped spaces are distil ed from a simple geometry template. This creates constantly evolving spatial experiences while maintaining a familiar geometrical language.
CONTRACT TO EXPAND helsinki, finland
CULTURAL CENTER 7,000 SQFT M. RAUTIOLA, P. KAREOJA + H. KAUKONEN professors SP 2010
20
above: conceptual spatial diagram
above: floor plans (L-R: ground floor, first floor, second floor, third floor, fourth floor) up
up
up
up
up
up
apartment 1 [studio +living]
apartment 1 [studio +living]
library
library
library
library
library
library
up
up
office [staff/reception]
UP
conference
apartment 1 [private]
apartment 1 [private]
office [fulbright]
office [fulbright]
office [fulbright]
office [fulbright]
apartment 2 [studio +living]
apartment 2 [studio +living]
apartment 2 [private]
apartment 2 [private]
office [finnish american affaris]
office [finnish american affaris]
office [finnish american affaris]
classroom
UP
up
up
gallery
up
up
up
up
up
up
UP
up
up
up
up
up
up
up
up
office [library]
office [library]
library check out
library check out
two
one
three
metal panel (typ.)
8 7
flashing framing system
framing system
concrete pavers
triple pane glass
concrete slab
metal panel
rigid insulation
finnish wood floor
water proofing
concrete slab
concrete slab triple pane glass
5 3
above: detail two
above: detail three
8
4 8
framing sys
9 frame system framing system triple pane glass metal panel
triple pane g
metal pa
metal panel triple pane window
finnish wood fl finnish wood floor
concrete slab
above: detail one
concrete pavers
rigid insulation
concrete s
24 concrete slab water proofing
Inspired by the responsive relationship required by tango dance partners, the academy of tango is a warehouse of dance. Inspired and created from the distortion of a singular line, the duel space which results both encloses the dance studios and allows the milonga to be an active part of the street life. The dynamic section is the heart of this project as it embodies the movements of tango.
PAIRED REACTION
buenos aires, argentina
TANGO ACADEMY 9,000 SQFT GERARDO CABALLERO, professor FL 2010
26
method
fluidity of movement unified yet distinct
columns
structural diagram
walls
plate height [+9.85m]
Jennifer Steacy
segundo piso [+6.1 m]
primer piso [+2.8 m]
planta baja 0 [+0 m] planta baja -1 [-.5 m]
s
Esc 1:50 0
1
4
8
plate height [+9.85 m]
segundo piso [+6.1 m]
primer piso [+2.8 m]
planta baja 0 [+0 m] planta baja -1 [-.5 m]
patio/cine administracion
estudio chico
vestuarios
recepcion
cocina
cafe seminario hall de ingresa
bar
estudio grande
biblioteca
milonga
Jennifer Steacy
entrada princpal
planta baja Esc. 1:100
above: ground floor plan
above: second floor plan
02
This studio addressed the peculiar pairing of a monastery and a contemporary art museum. While different in many ways both are places for people to elevate beyond their mundane experience. One through art and the other through God. Therefore the insertion of the monastic program into the volume of the contemporary art museum intensifies the conceptual relationship while physically connecting them in brief glimpses of wonder.
DIVINE INTERVENTION florence, italy
ART MUSEUM + MONASTERY 30,000 SQFT STEPHEN LEET, professor SP 2011
32
+25m
+18m
+13.5m
+9m
+4.5m
SECTIONÂ 1
below: longitudinal section
+25m
+18m
+13.5m
+9m
+4.5m
SECTIONÂ 2
below: transverse section
34
1
1
1
3 3
2
3
3 2
3
2
2
2
SECOND FLOOR
1:200 galleries
THIRD FLOOR
1
FOURTH FLOOR
1:200 galleries. monastic workshop
1
above: fourth floor plan
1:200 galleries. chapel. scriptorium. cells
As part of my graduate education I chose to study abroad for a year; a semester spent in Helsinki, Finland and the other in Buenos Aires, Argentina. The year was experienced through contrasts of culture, style and aura. As an initial investigation for developing the program of a self directed thesis, I attempted to distil what I learned from my year abroad and the evolving contexts in which I lived. My primary interests were multifaceted - the creative appropriation of public space and how the layering of contrasting elements combine to define identity. With these notions as prompts, the aim was to determine the role of architecture in creating these moments; the moments and places which defined my experiences over that pivotal year.
UNSOLICITED
RESEARCH BOOK DEREK HOEFERLIN, advisor SP 2011
38
The origins of this project began by studying urban appropriations. I loved the creativity and ingenuity of the acts but more importantly they expressed an ownership over the city. Previously influenced by African and Latin American culture, Cherokee St. now has a growing artistic community which wil redefine its identity. The people who live here posses the spirit of the aforementioned appropriations and are eager to be involved. This project intends to capture the spirit of Cherokee and enable it’s growth by providing a community space for creativity and production; a Cherokee St. workshop.
MAKE - DO st. louis, missouri
PUBLIC WORKSHOP 60,000 SQFT ERIC HOFFMAN, advisor FL 2011
40
BAR/CAFE
UP
INFORMATION/ DISPLAY
B
UP UP MATERIAL STORAGE/LOADING ADING DOCK
C
LARGE STUDIO UP
STORAGE UP WOOD SHOP
METAL SHOP ASSSE SEMB MBLY MB LY
ASSEMBLY
A
A
UP
KIILN K VENUE/STAGE
DN
DARK R ROOM OO
DIGI DI GITA GI TALL TA FABR FA BRIC BR ICAT IC ATTIO I N UP
PRACTICE ROOM
PRACTICE ROOM
B C RECORDING STUDIO
UP
RECORDING STUDIO
DOG PARK
DN
FIRST FLOOR PLAN 1/16”=1’ -0” above: concept development
above: ground floor plan
42
ROOF LINE +30’-8” SECTION DETAIL #3
TOP OF WALL +28’-0”
TOP OF SLAB +15’-0”
SECTION DETAIL #2
PLAN DETAIL #1
TOP OF FIRST TERRACE +5’-0”
TOP OF FINISH FL. +0’
SECTION AA SCALE 1/4”=1’- 0”
above: longitudinal section
SECTION DETAIL #1
44
ROOF LINE +33’- 3”
TOP OF WALL +28’- 0”
TOP OF SLAB +15’- 0”
TOP FINISH FL. +0’
above: transverse section
SECTION BB SCALE 1/4”=1’- 0”
TOP OF WALL +28’- 0” TOP OF WALL +28’- 0” TOP OF WALL +28’- 0” CEILING HT. +26’- 4” CEILING HT. +26’- 4” TOP OF SLAB +15’-4” 0” CEILING HT. +26’-
glass frame
SECTION DET
glass frame steel tube glass frame steel tube metal decking steel tube storage space metal decking parged brick metal decking felt insulated concrete panel poured concrete interior wall felt return duct poured concrete interior wall felt return duct poured concrete interior wall return duct
SECTION DET SECTION DETAIL #3
SECTION DET SECTION DET
storage space
TOP OF SLAB +15’- 0” TOP OF SLAB +15’- 0” TOP OF SLAB +15’- 0”
parged brick storage space parged brick storage space parged brick glass panels corten framed insulated concrete panel insulated concrete panel
PLAN DET
insulated concrete panel
SECTION DET SECTION DETAIL #2
SECTION DET
TOP OF FINISH FL. +0’- 0”
terrazzo finish corten framed panels poured concreteglass subgrade corten framed glass panels corten pavers framed glass panels
PLAN DET PLAN DETAIL #1
PLAN DET
HELSINKI, FINLAND is an ideal city in which to study for a semester. Its scale allows for easy exploration within the parameters dictated by an academic schedule. The calm, collected demeanor of the typical Finn at first heightened insecurities, but I quickly realized the cool impression they give is undermined by the sincerity with which they conduct themselves. The sauna, the preeminent Finnish export exemplifies the beauty of their lifestyle. It is a place where you bond with others without any physical boundaries and also a place where the silence demands a contemplative solitude, a community in silence. Never underestimate the Finnish spirit, for it knows how to endure; the winter always turns to spring.
A BROAD ABROAD
above: alvar aalto’s studio Helsinki, Finland sp 2010 500 M
kotiharjun sauna olympic stadium + 1/2 marathon siltanen + kuudes linja töölö sports hall paja hall
above: near oulu, frozen gulf of bothnia
above: helsinki design district
above: oulu public library
above: church of the three crosses, vuoksenniska, imatra
kolme kruunua storyville
bar nolla hotel torni
tavastia klubi city hall + final review erottaja bar bar 9 apartment
beatroot studio site dtm tori
above: personal map of helsinki
Harjutorinkatu 1 Liisankatu 5 Hämeentie 13 B
Pohjoisesplanadi 1
Uunisaari
Georgsgatan 26 Fredrikinkatu 22 B 11 Punavuorenkatu 2 Iso Roobertinkatu 28 Uudenmaakatu 9 Iso Roobertinkatu 10 Erottajankatu 15-17 Yrjonkatu
Museokatu 8 Urho Kekkonens 4-6
Norra Järnvägsgatan 21
Paavo Nurmen kuja 1 C
Otaniementie 8,Espoo
Paavo Nurmen Tie 1
first sauna
48
BUENOS AIRES is everything to Argentina. It’s the economic, cultural, and political center of the country and it feels like it. Despite the economic and political tribulations of its past there remains a laid back character and vibrancy to the city. The shear volume of activities and places to experience is overwhelming and exhilarating. From the large crowed clubs, to the intimate milonga; weekly outdoor markets to hidden movie theaters, Buenos Aires is an exciting place to live with much to offer. Though clearly tied to Mediterranean culture, Argentina managed to create an identity all it’s own. The tango, whose birthplace was in the Rio de la Plata, is just one of those indicators. Culturally rich in literature and film, the prolific artists of Buenos Aires use it as their muse to great effect.
A BROAD ABROAD
above: ouro preto, brazil Buenos Aires, Argentia fl 2010 500 M
buenos aires zoo
post street bar recoleta cultural center libros del pasaje niceto + carnal plaza serrano + espacio dada
apartment heather’s apartment plaza vicente lopez cumana el ateneo milion dada bistro kerry’s apartment sociedad central de arquitectos
above: casa chorizo, san telmo
la cigale
la catedral
studio site el viejo almacen
plaza dorrego hot fest
above: personal map of buenos aires
Costanera Sur Av. España 2230
Av. Mendoza 1835
Defense y Humberto Primero 25 de Mayo 597 Balcarce Avenida Independencia 313
San Martin 941
Montevideo 938 Arenales y Parana Paraná 1048
Ayacucho 1145 Ave. Santa Fe 1860 José Andrés Pacheco de Melo 1866 4A Marcelo T. de Alvear 1789 Junín 1930 Rodríguez Pena 1149
Av. Sarmiento y Av. Las Heras
Sarmiento 4006
Calle J. L. Borges y Honduras Thames 1762 Thames 1885
museo de bellas artes de la boca
Avenida Cnel. Niceto Vega 5510
above: sesc pompéia, são paulo, brazil
above: recoleta cemetery
above: plaza de mayo, buenos aires
50
After creating a new elementary parochial school in a western NY town, the board of directors asked for a proposal for the new institution, St. Ann’s Academy. The selected site is in a prime location in the Canisteo Valley, just east of the river, overlooking downtown Hornell, NY. Teaching and learning methods are intrinsically linked to the environment in which they are produced. The proposal for SAA aims to provide a flexible, environmentally friendly, high quality, yet cost effective design through courtyard features, recycled materials, and adaptable spaces.
SAINT ANN’S ACADEMY hornell, new york
ELEMENTARY SCHOOL 6,500 SQFT WITH HEATHER McARTHUR + KERRY O’CONNOR 2013
52
39’-6” A
21’-0”
1
B
C
42’-6”
15
16
13
16
11
11
A 3
13
14
10
27’-0”
15’-6”
2
12
B 4
5
6
7
8
9 C
42’-0”
17’-0”
42’-0”
17’-0”
42’-0”
17’-0”
42’-0”
17’-0”
42’-0”
279’-0”
0
54
The I-44 project in St. Louis, MO efficiently linked city to suburb but created discontinuous means of passage at street level. As a part of the interstate infrastructure, the underpass must be as functional as the roadway itself and facilitate mobility below as it does above. Operative Underpass allows for a flexible approach to underpass resuscitation where reused parts of the highway infrastructure can be deployed in conjunction with inexpensive supplemental materials as individual districts see fit for healing the array of underpass conditions across the city. The ultimate aim is for safe movement of pedestrians, cars, and cyclists at all times from neighborhood to neighborhood within the city.
OPERATIVE UNDERPASS st. louis, missouri
COMPETITION **RECEIVED HONORABLE MENTION 7,500 SQFT WITH MAX BEMBERG + KERRY O’CONNOR 2012
56
Project Description The renovation for the Beach Lane home involved a careful intervention which mediates between the cottage charm of the existing structure and the clients’ contemporary aesthetic. The complex roof required particular attention and the pure form of the second floor helps unites the home. My Role Under the supervision of the design partner, I worked on creating a feasible scheme for the second floor addition. After working on the project through concept design, I developed and finalized the pricing set along with the supplemental schedules and specifications.
BEACH LANE westhampton beach, new york
RESIDENTIAL RENOVATION 3,000 SQFT PROJECT MANAGER: LIESL GEIGER-KINCADE, R.A.
1
3
2
N
M
K
AFF & @ C.L. / C DIAM. BLDG BLKG CLG CLR COL CONC
Address: 12 Beach Lane, Westhampton Beach, NY, 11978 Zoning District : R-1 Tax Map: 0905-014.00-01.00-007.002 Occupancy: Single Family Residence Construction Type: Residential Wood Frame Yards, Principal Building and Accessory Building and Structure, Min. (feet): Front: 50' Side: Two side yards not totaling less than 70', neither of which shall be less than 30' Rear: 50'
7
8
10
9
11
ABOVE FINISHED FLOOR AND AT CENTERLINE DIAMETER BUILDING BLOCKING CEILING CLEAR COLUMN CONCRETE
CONT DEMO DETL / DTL DIM D / DN DS DWG EQ EQUIP EXIST FIN
CONTINUOUS DEMOLISH, DEMOLITION DETAIL DIMENSION DOWN DOWNSPOUT DRAWING EQUAL EQUIPMENT EXISTING FINISH
FLR FF FOS FT GA GALV GBX GYP/GYP BD HB INSUL MAX
FLOOR FINISHED FLOOR FACE OF STUDS FOOT OR FEET GUAGE GALVANIZED TYPE X GYP BD GYPSUM WALL BOARD HOSE BID INSULATION MAXIMUM
MECH MIN MISC NTS OC PLY REQ'D REV R.O. SIM. STL
SIM. SQ TYP. T.O. U / UP UON VIF W/ W/O WD WP
MECHANICAL MINIMUM MISCELLANEOUS NOT TO SCALE ON CENTER PLYWOOD REQUIRED REVISION ROUGH OPENING SIMILAR STEEL
SIMILAR SQUARE TYPICAL TOP OF UP UNLESS OTHERWISE NOTED VERIFY IN FIELD WITH WITHOUT WOOD WATERPROOF
GENERAL NOTES:
26,321 SF
Main House: Cottages: Shed: Pool: Deck: Total Coverage:
2,442 SF (Terraces & Steps Included) 989 SF 147 SF 634 SF 90 SF 4,302 SF = 16.3%
Coverage Allowed:
20% For Building Area
Existing N/A 1793.6 SF N/A
Proposed 862.5 SF 2086 SF N/A
A-0.1 A-0.2
D-1.0 D-1.1
GROUND FLOOR PLAN - DEMOLITION ROOF PLAN - DEMOLITION
'
5.7
TO " ACKS'-0" - " '-0 30 D SETBAN 70N 30'-0 AR TH THA SS SS EY SID T LE LE O NO BE TW TAL TO TO THER NEI
K
C TBA
E
DS
AR
KY
AC
"B
'-0
50
'
8.6
SOUTH AND WEST ELEVATIONS NORTH AND EAST ELEVATIONS
A-5.0
5'-0 "
1.5
G
.4'
43
'
.2'
24
A-6.0 A-6.1 A-7.0 E-1.0 E-1.1
24
' .2 .9' 21 36
F
.3'
PROPSED TRELLIS
S TO " CK 0" " '-0 TBA 70'- 0'-0 30 D SE AN AN 3 AR S TH TH E Y LES SS SID T E LE O NO B TW TAL R TO TO ITHE NE
LINE OF PROPOSED BUILDING
E .1'
18
S-1 S-2 S-3 S-4 S-5 S-6 S-7
.3'
' 5.4
12
D
PROPOSED BRICK WALKWAY
NT
11
K
SECTION LOOKING EAST AND SECTION LOOKING NORTH SECTION LOOKING NORTH AND SECTION LOOKING SOUTH ENTRY HALL 100 KITCHEN 101 AND DINING ROOM 102 LIVING ROOM 103, KITCHEN ISLAND FAMILY ROOM 104 AND NORTH BEDROOM 105 EAST AND SOUTH BEDROOMS 106 AND 107 POWDER ROOM 101 , WASH AND BATH AREA 108 SITTING 200 AND DRESSING ROOM 201 MASTER BEDROOM 203 AND BATHROOM 202 TYPICAL DETAILS
3
4
5
6
FILING ENGINEER:
G
WINDOW AND DOOR SCHEDULES
ELECTRICAL PLANS
GROUND FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN
F
STRUCTURAL DRAWINGS
NOTES AND SPECIFICATIONS FOUNDATION PLAN FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN STRUCTURAL DETAILS STRUCTURAL DETAILS
E
MECHANICAL DRAWINGS
P-1
PLUMBING RISER DIAGRAM
D
9
10
11
ISSUE FOR PRICING
8/16/2013
ISSUE FOR ZONING
04/12/2013
ISSUE
DATE
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
PLUMBING DRAWINGS
C
A
8
2 1
No.
PROPOSED SITE PLAN
7
NE
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
WINDOW SCHEDULE & DETAILS WINDOW ELEVATIONS EXTERIOR DOOR SCHEDULE & ELEVATIONS
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 2
LA
H
B
1
H
PROJECT SITE: 12 BEACH LANE WESTHAMPTON BEACH, NY
INTERIOR DETAILS
B
A
AC
J
Y
1
BE
INTERIOR ELEVATIONS - PROPOSED
GROUND FLOOR GRILLE / DIFFUSER PLAN SECOND FLOOR GRILLE / DIFFUSER PLAN CELLAR MECHANICAL PLAN GROUND FLOOR MECHANICAL PLAN SECOND FLOOR MECHANICAL PLAN
'
AC
TB
SE
K
SECTIONS - PROPOSED
RO
"F
'-0
50
D AR
EXTERIOR ELEVATIONS - PROPOSED
M-1 M-2 M-3 M-4 M-5
3.0
C
L
0"
5'-
LINE OF EXISTING BUILDING
NORTH, SOUTH, EAST & WEST ELEVATIONS - DEMOLITION
PLANS - PROPOSED
A-2.0 A-2.1
A-4.0 A-4.1 A-4.2 A-4.3 A-4.4 A-4.5 A-4.6 A-4.7
M
EXTERIOR ELEVATIONS - DEMOLITION
GROUND FLOOR PLAN SECOND FLOOR PLAN ROOF PLAN FINISH PLAN - GROUND FLOOR FINISH PLAN - SECOND FLOOR
A-3.1
N
PLANS - DEMOLITION
A-1.0 A-1.1 A-1.2 A-1.3 A-1.4
* Unconditioned Space
H
14
VICINITY MAP
SITE PLAN, DRAWING INDEX & PROJECT INFORMATION GENERAL NOTES
A-3.0
CODE: NYS Code 2010
13
DRAWING INDEX
D-2.0
FLOOR AREAS:
Second Floor: Ground Floor: Basement Floor :
12
1. FOR EXISTING SITE PLAN AND SPOT ELEVATIONS, SEE SURVEY BY FOX LAND SURVEYING, DATED 07/01/13
Lot Area:
Main House
J
6
ABBREVIATIONS:
LOT COVERAGE:
L
5
4
PROJECT INFORMATION
12
13
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150 W 28TH STREET SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
SITE PLAN, PROJECT INFORMATION & DRAWINGS INDEX Project No.
Date
CAD File No.
Scale
08/16/2013 1/16"=1'-0"
Drawing No.
A-0.1 Copyright © 2013 STUDIO GEIGER
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UP
12
5 21
W/D
SITTING ROOM
DN
8'-0"
7'-0"
REF/ FRZ
DN
LINEN
ENTRY HALL
CL
BEACH LANE schematic design
UP
W/D REF/ FRZ
DN LINEN
DN
12
5 21
8'-0"
7'-0"
SITTING ROOM
ENTRY HALL
CL
BEACH LANE RESIDENCE - DIAGRAMS SCALE: NTS 06.20.2013 150 WEST 28TH STREET SUITE 1404 NEW YORK NY 10001
150 WEST 28TH STREET SUITE 1404 NEW YORK NY 10001
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DESCRIPTION
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NEW WINDOW
XX
NEW DOOR
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NEW DOOR
M
18'-6"
10'-214"
M
18'-2"
NEW DOOR
18'-6"
11'-113 4"
15'-4"
SITTING WALL
E
E
No.
G
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
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C
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Copyright © 2013 STUDIO GEIGER
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16'-4"
11'-814"
2'-014"
3'-0" X 6'-8" 6'-1"
10'-914"
4'-8"
4'-4"
10'-712"
512"
4'-712" 3'-0"
512"
15'-314"
7'-73 4"
6'-103 4"
9'-73 4"
2'-9"
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ELECTRICAL SYMBOL LEGEND
GFI
QUAD RECEPTACLE GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE APPLIANCE OUTLET
S
SINGLE GANG SWITCH
S
THREE WAY SWITCH DIMMER SWITCH JAMB SWITCH COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR SMOKE DETECTOR CABLE
T
THERMOSTAT PHONE, RECEPTACLE ONLY
F
FAX VENTILATOR WALL PANEL TV
K
ELECTRICAL SERVICE TO BE UPGRADED TO 300 AMPS TOTAL CONFIRM WITH ELECTRICAL CONTRACTOR
FLOOR RECEPTACLE TV OUTLET
SEE INTERIOR ELEVATIONS FOR ALL OUTLET AND SWITCH LOCATIONS. CONFIRM ANY DISCREPANCIES WITH ARCHITECT.
K
ELECTRICAL SERVICE TO BE UPGRADED TO 300 AMPS TOTAL CONFIRM WITH ELECTRICAL CONTRACTOR
PROPOSED METAL ROOF, TYP.
LIGHTING FIXTURES LEGEND
RECESSED CEILING FIXTURE
RECESSED CEILING FIXTURE
SURFACE MOUNTED CEILING FIXTURE
SURFACE MOUNTED CEILING FIXTURE
PEND LIGHTING FIXTURE
Q
P
PEND LIGHTING FIXTURE
FLUORESCENT FIXTURE
J
W
J
SCONCE
Q
P
FLUORESCENT FIXTURE
J
W
SCONCE
STRIP OR UNDER COUNTER
G
OPEN TO BELOW
EQ.
S
WOOD BEAM
SL
512"
10'-412"
T
SLOPE TO DRAIN
X5
FILING ENGINEER:
TL-2
18'-212"
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
G
V
SLOPE TO INTERIOR DRAIN
GFI
G
OPEN TO BELOW
EQ.
F
S
WOOD BEAM
2'-014"
DL (2 TYP.)
FLOOR LAMP
TL-2
LAMP 17'-7"
512"
UP 26" RISERS
MASTER BEDROOM
DP-10
SL
512"
10'-412"
T
SLOPE TO DRAIN
DC-2
X5
WALL WASHER
FILING ENGINEER:
TL-2
DES-2 (2 TYP.)
PORCH
DS-3 (2 TYP.)
13'-712"
S
18'-212"
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
G
V
SLOPE TO INTERIOR DRAIN
GFI
512"
U
F
SOLID WOOD TRELLIS MEMBERS
16'-112"
CEILING FAN
H
WALL MTD. PICTURE LIGHT
2'-10" X 6'-8"
4" STEP DOWN TO SHOWER FLOOR
MASTER BATH DC-2
DP-9 8'-63 4"
SOLID WOOD COLUMNS
F
13'-712"
DRESSING ROOM
TL-1
EQ.
512"
U
13'-4"
CLST
DS-5
512"
DP-1
TRELLIS
13'-4"
29'-512"
CLST
SITTING ROOM
DN 199 " RISERS 6 16
DP* (2-TYP) R
11'-814"
H
WALL WASHER WALL MTD. PICTURE LIGHT
DES-2 (2 TYP.)
PORCH
DS-3 (2 TYP.)
13'-712"
S
CLST
10'-412"
18'-1114"
CEILING FAN
H
16'-4"
DP-10
WINDOW SEAT
TL-1 DL (3 TYP.) 8'-6"
LAMP
MASTER BEDROOM
SOLID WOOD TRELLIS MEMBERS
16'-112"
STRIP OR UNDER COUNTER 1 A-3.0
FLOOR LAMP
TL-2
17'-7"
512"
UP 26" RISERS
2'-10" X 6'-8"
DC-2
DC-2
DP-9 8'-63 4"
SOLID WOOD COLUMNS
F
DL (2 TYP.)
4" STEP DOWN TO SHOWER FLOOR
MASTER BATH
TL-1
EQ.
2'-9"
F
13'-712"
DRESSING ROOM
DP-1
TRELLIS
CLST
DS-5
512"
4'-8"
FILING ENGINEER: JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
SITTING ROOM
3'-0" X 6'-8"
10'-412"
18'-1114"
DN 199 " RISERS 6 16
10'-914"
CLST
WINDOW SEAT
TL-1 DL (3 TYP.) 8'-6"
DP* (2-TYP)
6'-1"
1 A-3.0
H
4'-4"
31'-1112"
6
LIGHTING FIXTURES LEGEND
J
SCONCE
40'-03 4"
5
S
312"
S
S
4
C
FLOOR RECEPTACLE TV OUTLET
SEE INTERIOR ELEVATIONS FOR ALL OUTLET AND SWITCH LOCATIONS. CONFIRM ANY DISCREPANCIES WITH ARCHITECT.
K
R
EXISTING WINDOW TO REMAIN
3
FAX VENTILATOR WALL PANEL
PROPOSED METAL ROOF, TYP.
CEILING FAN
EXISTING WINDOW TO REMAIN
BEAM ABOVE TO BE REMOVED
2
N
M
512"
3'-112"
K
LAMP
12'-73 4"
1
1/4"=1'-0"
A-1.4 Copyright © 2013 STUDIO GEIGER
THERMOSTAT
TV
08/16/2013
Scale
Drawing No.
CABLE
L
DP-7
WINDOW SEAT
14
THREE WAY SWITCH
F
L
FLOOR RECEPTACLE TV OUTLET
WALL WASHER
DN
13
PHONE, RECEPTACLE ONLY
FLUORESCENT FIXTURE
S DN
15'-012"
12
SMOKE DETECTOR C
THERMOSTAT
WALL MTD. PICTURE LIGHT
DP-6
11
512"
SS SHELVES
SOUTH BEDROOM DP-4
10
SINGLE GANG SWITCH
JAMB SWITCH
STRIP OR UNDER COUNTER
5'-53 4"
512"
2'-10" X 6'-8"
CLST
X1
9
COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR
CABLE
ELECTRICAL SERVICE TO BE UPGRADED TO 300 AMPS TOTAL CONFIRM WITH ELECTRICAL CONTRACTOR
G
8
QUAD RECEPTACLE GROUND FAULT INTERRUPTER
DIMMER SWITCH
SURFACE MOUNTED CEILING FIXTURE
GFI
7
LEGEND
ELECTRICAL SYMBOL LEGEND
RECESSED CEILING FIXTURE
EXISTING WINDOW TO REMAIN GLAZING TO BE SANDBLASTED
6
GENERAL NOTE:
L
SL
5
ALL OUTLETS TO BE MOUNTED HORIZONTALLY IN BASEBOARD UNLESS OTHERWISE NOTED.
H
BATH
2'-10" X 6'-8"
S
DESK
UP 19 9 " RISERS 6 16
DES*-1 SLOPE TO DRAIN
A
6'-812"
3'-112" 31'-1112"
40'-03 4"
6
4
6'-812"
SS
13'-412"
3'-11"
3'-0" X 6'-8"
1'-2" 16'-312"
5
PEND LIGHTING FIXTURE
2'-8" X 6'-8" 5'-9"
S DL (3 TYP.)
DESK
29'-512"
5'-714" J
E
K
4'-112"
11'-6"
D
DL (3 TYP.)
I
SILLS TO BE EXTENDED 6"-8" INTO ROOM
F
G
4'-113 4"
DP*-5
TO EXTERIOR LIGHTING
D
E 1
No.
ISSUE FOR PRICING
E
08/16/2013
ISSUE
D
22'-414"
No.
33'-1114"
BEACH LANE
18'-012"
D
12 BEACH LANE WESTHAMPTON BEACH, NY
E 1
DATE
H
22'-314"
13'-10"
D
51'-113 4"
ISSUE FOR PRICING
E
08/16/2013
ISSUE
1
DATE
No.
33'-1114"
BEACH LANE
18'-012"
D
12 BEACH LANE WESTHAMPTON BEACH, NY
D
51'-113 4"
ISSUE FOR PRICING
08/16/2013
ISSUE
DATE
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
74'-1"
150 WEST 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
2 A-3.1
C
2 A-3.0
1 A-3.1
C
150 WEST 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
B
1/4"=1'-0"
A
C
C
1
2
150 WEST 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
2 A-3.0
1 A-3.1
C
C
SECOND FLOOR ELECTRICAL PLAN
FILE#
A
1
3
4
5
6
7
8
9
10
11
12
13
14
B
Scale
1/4"=1'-0"
Drawing No.
E-1.0 Copyright © 2013 STUDIO GEIGER
A
150 WEST 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
SECOND FLOOR ELECTRICAL PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Scale
1/4"=1'-0"
Drawing No.
E-1.1 Copyright © 2013 STUDIO GEIGER
PROPOSED PLAN ELECTRICAL Date
Project No.
08/16/2013
FILE#
A
B
Date
CAD File No.
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
B
PROPOSED PLAN ELECTRICAL Project No.
08/16/2013
CAD File No.
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
E-1.0 Copyright © 2013 STUDIO GEIGER
2 A-3.1
Date
08/16/2013
Scale
1 A-3.1
B
PROPOSED PLAN ELECTRICAL Project No.
Date
Drawing No.
2 A-3.0
GROUND FLOOR ELECTRICAL PLAN
B
PROPOSED PLAN ELECTRICAL FILE#
5
10'-13 4"
4
3
3'-0" X 6'-8"
16'-312"
10'-13 4"
3'-2" 12'-2"
FIREBOX TO REMAIN. ASH PIT TO BE ADDED
DATE
CAD File No.
A
312"
3
Date
CAD File No.
2
GENERAL NOTE:
DS-4
14'-8"
EXISTING WINDOWS TO REMAIN 7'-93 4"
BEAM ABOVE
1
B
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
5'-53 4"
2
N
M
PROPOSED SECOND FLOORFINISH PLAN
A
1
ALL OUTLETS TO BE MOUNTED HORIZONTALLY IN BASEBOARD UNLESS OTHERWISE NOTED.
J
EXISTING WINDOW TO REMAIN
BEDROOM
312"
DC-2
DS-3 (2 TYP.)
S
X 6'-8"
08/16/2013
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
Project No.
1/4"=1'-0"
A-1.4
512"
1
B
Project No.
Copyright © 2013 STUDIO GEIGER
S
S S 1'-2"
ISSUE FOR PRICING
ISSUE
WASH AREA
DP-7
10'-83 4"
40'-03 4"
EXISTING STAIRS TO REMAIN
GROUND FLOOR ELECTRICAL PLAN
08/16/2013
Scale
Drawing No.
9'-814" 14'-8"
14
FLOOR LAMP
3'-13 4" 6'-612"
12'-1114"
1 A-3.1
Date
CAD File No.
7
3'-2"
13
GENERAL NOTE:
DESK
DP-7 EAST
EXISTING FLOOR TO BE REFINISHED
LINE OF SECOND FLOOR ABOVE
2'-10" X 6'-8"
E
B
PROPOSED SECOND FLOORFINISH PLAN Project No.
A
6
12'-2"
12
1
1
B
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
5
19'-3"
11
PROPOSED SECOND FLOOR PLAN
B
4
17'-0"
10
2 A-3.1
C
3
4'-712"
10'-83 4"
9
1 A-3.1
C
2
7'-43 4"
8
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
ALL OUTLETS TO BE MOUNTED HORIZONTALLY IN BASEBOARD UNLESS OTHERWISE NOTED.
12'-73 4"
O
DS-4
11'-714"
E 1
No.
D
WINDOW SEAT
CLST DES*-2 (4 TYP.)
DP-3 (3 TYP.) DP-2
15'-53 4"
E
K
7
A
DUPLEX RECEPTACLE APPLIANCE OUTLET
SEE INTERIOR ELEVATIONS FOR ALL OUTLET AND SWITCH LOCATIONS. CONFIRM ANY DISCREPANCIES WITH ARCHITECT.
K
DS-4
SOLID WOOD COLUMNS
22'-414"
6
GFI
WALL PANEL
X3 11'-112"
26'-414"
DL (4 TYP.)
H
22'-314"
5
9'-10"
EXISTING DOORS TO REMAIN
17'-03 4"
4'-712"
X 6'-8"
9'-814"
14'-8"
REF/ FRZ
2'-0"
2'-8"
3'-11"
CLST
I
SILLS TO BE EXTENDED 6"-8" INTO ROOM
F
GFI
DS-1
15'-4"
DP-8
DL (4 TYP.)
74'-1"
2 A-3.0
4
LIGHTING FIXTURES LEGEND
DL (2 TYP.)
F
F
EXISTING WINDOW TO REMAIN
14'-8"
DL (3 TYP.)
13'-10"
GFI
DP-2 (3 TYP) GFI
GFI
PWDR ROOM
EXISTING FLOOR TO REMAIN
STUDY
M
N
X2
19'-3"
3'-03 4" 10'-0"
9'-114"
4'-214"
10'-13 4" 312"
S
S
10'-103 4"
LINE OF ROOF ABOVE
J
11'-6"
GFI
DC-1
3'-5"
G
5'-714"
D
E
4'-112"
7'-1014"
TOILET
EXISTING FLOOR TO REMAIN
3'-514"
G EXISTING WINDOW TO REMAIN
BEAM ABOVE TO BE REMOVED
12'-73 4"
WINDOW SEAT
DP*-5
TO EXTERIOR LIGHTING
DATE
EXISTING WINDOW TO REMAIN
BUILT IN NICHE SL ABOVE
STORAGE
3'-8"
DP-7
15'-012"
TERRACE
3'-0"
3'-112" 31'-1112"
40'-03 4"
FILING ENGINEER:
DP-6
DESK
D
W/D
LAUNDRY ROOM
X4
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
DN
SOUTH BEDROOM DP-4
3
14'-8"
DN
X1
2
FAX VENTILATOR
TV
17'-0"
SHELVES
HOSE BIBB
7'-43 4"
2'-10" X 6'-8"
CLST
UP 19 9 " RISERS 6 16
DES*-1 SLOPE TO DRAIN
A
08/16/2013
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
GFI
EXISTING WINDOWS TO REMAIN
WALL MTD. PICTURE LIGHT
4'-113 4"
ISSUE FOR PRICING
ISSUE
5'-53 4"
512"
DESK
3'-11"
12'-1114"
1
No.
D
EXISTING WINDOW TO REMAIN GLAZING TO BE SANDBLASTED
H
WALL WASHER
L
SL
2'-10" X 6'-8"
S
13'-412"
7'-43 4"
EXISTING WINDOWS TO REMAIN 7'-93 4"
BEAM ABOVE
1 A-3.0
CEILING FAN
H
BATH
S
10'-83 4"
DL (3 TYP.)
E
E
18'-012"
S
19'-3"
FIREBOX TO REMAIN. ASH PIT TO BE ADDED
2'-8" X 6'-8" 5'-9"
8'-014"
SS
3'-2" 12'-2"
3'-514"
DS-3 (2 TYP.)
4" STEP DOWN TO SHOWER FLOOR
5'-83 4"
EXISTING WASHER / DRYER TO REMAIN
J
SCONCE STRIP OR UNDER COUNTER
312"
DC-2
LAMP
DS-4
6'-612"
WASH AREA
DS-4
EXISTING STAIRS TO REMAIN
F
FLUORESCENT FIXTURE
J
EXISTING WINDOW TO REMAIN
BEDROOM
FLOOR LAMP
2'-10" X 6'-8" 3'-13 4"
DP-7
EXISTING WINDOW TO REMAIN
SURFACE MOUNTED CEILING FIXTURE PEND LIGHTING FIXTURE
DP-7 EAST
EXISTING FLOOR TO BE REFINISHED
LINE OF SECOND FLOOR ABOVE
11'-714"
1
1/4"=1'-0"
A-1.3
SINGLE GANG SWITCH
L
PROPOSED SECOND FLOOR PLAN
08/16/2013
Scale
Drawing No.
COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR
27'-412"
C
B
RECESSED CEILING FIXTURE
DESK
12'-73 4"
O
DS-4
S
X 6'-8"
K
HOSE BIBB
LIGHTING FIXTURES LEGEND
DES*-2 (4 TYP.)
DP-3 (3 TYP.) DP-2
WINDOW SEAT
CLST X3
11'-112" 26'-414"
DL (4 TYP.)
15'-53 4"
51'-113 4"
SLOPE TO DRAIN
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
Date
CAD File No.
THREE WAY SWITCH JAMB SWITCH
F
L
ELECTRICAL SERVICE TO BE UPGRADED TO 300 AMPS TOTAL CONFIRM WITH ELECTRICAL CONTRACTOR
C
B
PROPOSED GROUND FLOOR FINISH PLAN
PHONE, RECEPTACLE ONLY
FAX VENTILATOR
SEE INTERIOR ELEVATIONS FOR ALL OUTLET AND SWITCH LOCATIONS. CONFIRM ANY DISCREPANCIES WITH ARCHITECT.
K
B
A
SMOKE DETECTOR
BASEMENT HATCH TO REMAIN
DATE
12 BEACH LANE WESTHAMPTON BEACH, NY
1 A-3.1
PROPOSED GROUND FLOOR PLAN
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
QUAD RECEPTACLE GROUND FAULT INTERRUPTER
DIMMER SWITCH
T
2 A-3.0
LEGEND
ELECTRICAL SYMBOL LEGEND
M
C
9'-10"
EXISTING DOORS TO REMAIN
17'-03 4"
4'-712"
X 6'-8"
SOLID WOOD COLUMNS
33'-1114"
14
S
S S S
1'-2" GFI
DS-1
15'-4"
REF/ FRZ
2'-0"
SS
GFI
DP-2 (3 TYP)
DP-8
M
N
X2
DL (4 TYP.)
LINE OF ROOF ABOVE
2 A-3.1
13
UP
FLOOR RECEPTACLE TV OUTLET
08/16/2013
BEACH LANE
D
C
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
DUPLEX RECEPTACLE APPLIANCE OUTLET
WALL PANEL
16'-312"
TERRACE
3'-0" 3'-03 4"
GFI
GFI GFI
PWDR ROOM
EXISTING FLOOR TO REMAIN
STUDY
2'-8"
G
F
E
12
Copyright © 2013 STUDIO GEIGER
GFI
ALL OUTLETS TO BE MOUNTED HORIZONTALLY IN BASEBOARD UNLESS OTHERWISE NOTED.
DL (2 TYP.)
13'-4" 29'-512"
D
11
A
LEGEND
THERMOSTAT
TV
C
DC-1
3'-5"
7'-712"
G
SLOPE TO INTERIOR DRAIN
14
N
COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR
L
9'-814"
11'-814" 18'-212"
7'-1014"
TOILET
EXISTING FLOOR TO REMAIN
10'-103 4"
512"
U
13
16'-1014"
11'-5"
PHONE, RECEPTACLE ONLY
27'-412"
17'-0"
2'-9"
T
SOLID WOOD TRELLIS MEMBERS
16'-112"
EXISTING WINDOW TO REMAIN
BUILT IN NICHE SL ABOVE
STORAGE
3'-8"
40'-03 4"
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
4'-8"
CONCRETE TILES PORCH
5'-83 4"
W/D
LAUNDRY ROOM
X4
V
13'-712"
EXISTING WINDOWS TO REMAIN
3'-11" S
WOOD BEAM
4" STEP DOWN TO SHOWER FLOOR
EXISTING WINDOW TO REMAIN
EXISTING WASHER / DRYER TO REMAIN
10'-0"
J
H
9'-114"
J
4'-214"
GUTTERS ARE TO BE HALF - ROUND 5" DIAMETER DOWNSPOUTS TO BE 4" DIAMETER ROUND, TYP. ROOF CAVITY IS TO BE VENTED AT EAVES AND RIDGE, TYP.
HOSE BIBB
B
16'-4"
6'-1"
7. 8.
K
8'-014"
3'-0" X 6'-8"
2'-014" 512"
ALL INTERIOR DOORS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE. ALL APPLIANCES TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE
HOSE BIBB
10'-914"
3'-0"
5. 6.
H
512"
6'-812"
X5
12
GENERAL NOTE:
BASEMENT HATCH TO REMAIN
1 A-3.0
4'-4"
3'-0" X 6'-8"
4'-712"
10'-712"
15'-314"
7'-73 4"
512"
10'-412"
ALL EXTERIOR DOORS AND WINDOWS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
S
8'-63 4"
SOLID WOOD COLUMNS
ALL ELECTRICAL, PLUMBING AND MECHANICAL FIXTURES ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
FILING ENGINEER: SLOPE TO DRAIN
EQ.
F
3.
4.
SLOPE TO DRAIN
S
FLOOR
10
11'-113 4"
15'-4"
CABLE
T F
L
17'-7"
MASTER BEDROOM
9
8
11
TO EXTERIOR LIGHTING
18'-6"
SSS
MASTER BATH STONE TILE
ALL DIMENSIONS CORRESPOND TO FRAMING UNLESS NOTED OTHERWISE
STAINED WOOD FLOOR
512"
UP 26" RISERS
2'-10" X 6'-8"
10
74'-1"
M
ISSUE FOR PRICING
ISSUE
18'-012"
51'-113 4"
SS
DRESSING ROOM
2.
S
CLST
13'-712"
STAINED WOOD FLOOR
7
9
SMOKE DETECTOR
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
C
Project No.
1/4"=1'-0"
SS
512"
4" STEP DOWN TO SHOWER FLOOR
OPEN TO BELOW
TRELLIS EQ.
SITTING ROOM
6
THREE WAY SWITCH
C
1.
S
W
CLST
10'-412"
STAINED WOOD FLOOR
5
8
SINGLE GANG SWITCH
JAMB SWITCH
No.
33'-1114"
D
2 A-3.1
1 A-3.1
2 A-3.0
08/16/2013
A-1.2
QUAD RECEPTACLE GROUND FAULT INTERRUPTER
DIMMER SWITCH
M
16'-1014"
11'-5"
1
DATE
4'-712"
11'-113 4"
15'-4"
S
P
WINDOW SEAT
18'-1114"
DN 199 " RISERS 6 16
4
7
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
E
08/16/2013
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
3'-0"
18'-6"
S
Q
8'-6"
STAINED WOOD LANDING, RISERS AND TREADS
3
6
N
ELECTRICAL SYMBOL LEGEND
TO EXTERIOR LIGHTING 74'-1"
M
ISSUE FOR PRICING
ISSUE
Date
Scale
Drawing No.
DUPLEX RECEPTACLE APPLIANCE OUTLET
NEW DOOR
S
K PROPOSED METAL ROOF, TYP.
2
5
SLOPE TO INTERIOR DRAIN
E 1
D
15'-314"
N
GFI
NEW WINDOW
XX
UP
K
1
4
H
G
V
18'-212"
F
10'-712"
N
DESCRIPTION
XX
GENERAL NOTES:
L
3
A
LEGEND
SYMBOLS
ABOVE
L
2
X5
CONCRETE TILES PORCH
512"
13'-4"
7'-73 4"
14
1
MASTER BEDROOM
FILING ENGINEER: SLOPE TO DRAIN
FLOOR
U
SOLID WOOD TRELLIS MEMBERS
2'-9"
13
12
Copyright © 2013 STUDIO GEIGER
17'-7"
512"
UP 26" RISERS
2'-10" X 6'-8"
4" STEP DOWN TO SHOWER FLOOR
13'-712"
T
STAINED WOOD FLOOR
29'-512"
E
22'-414"
S
11
14
WOOD BEAM
CLST
K
I
S
10
9
13
12
F
S
8
11
13'-712"
DRESSING ROOM
STAINED WOOD FLOOR
512"
10'-412"
S
ALL EXTERIOR DOORS AND WINDOWS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
GUTTERS ARE TO BE HALF - ROUND 5" DIAMETER DOWNSPOUTS TO BE 4" DIAMETER ROUND, TYP. ROOF CAVITY IS TO BE VENTED AT EAVES AND RIDGE, TYP.
H
11'-814"
7
10
9
512"
MASTER BATH STONE TILE
8'-63 4"
SOLID WOOD COLUMNS
16'-112"
WINDOW SEAT
SITTING ROOM
CLST
EQ.
5'-714"
G
DN 199 " RISERS 6 16
OPEN TO BELOW
TRELLIS EQ.
16'-4"
6
8
STAINED WOOD LANDING, RISERS AND TREADS
G
F
4'-8"
5
4
7
H R
EXISTING WINDOW TO REMAIN
CLST
10'-412"
FILING ENGINEER: JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
EXISTING WINDOW TO REMAIN
12'-73 4"
22'-314"
2 A-3.1
10'-712"
6
EXISTING WINDOW TO REMAIN GLAZING TO BE SANDBLASTED
15'-012"
SILLS TO BE EXTENDED 6"-8" INTO ROOM
F
13'-10"
C
6'-103 4"
3
2
5
4
H
L
STAINED WOOD FLOOR
No.
9'-73 4"
1
14
3
2
7'-712"
13
12
1
Copyright © 2013 STUDIO GEIGER
TILE FLOOR
BATH
ALL ELECTRICAL, PLUMBING AND MECHANICAL FIXTURES ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
ALL INTERIOR DOORS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE. ALL APPLIANCES TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE
7. 8.
J
W
STAINED WOOD FLOOR
18'-1114"
2'-8" X 6'-8" 5'-9"
B
PROPOSED PLANROOF CAD File No.
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
S
11
14
A
P
WINDOW SEAT
1
B
Project No.
1/4"=1'-0"
A-1.1
6.
Q
PROPOSED ROOF PLAN
08/16/2013
Scale
Drawing No.
312"
74'-1"
150 WEST 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
Date
CAD File No.
A
SOUTH BEDROOM
J
11'-6"
SSS
10
9
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
A
B
PROPOSED PLANSECOND FLOOR Project No.
1/4"=1'-0"
TILE FLOOR
DN
5.
K PROPOSED METAL ROOF, TYP.
J
G DN
DESK STAINED WOOD FLOOR
D
4'-112"
D
12 BEACH LANE WESTHAMPTON BEACH, NY
C 1
B
08/16/2013
A-1.0
BELOW
R
NEW DOOR
ALL DIMENSIONS CORRESPOND TO FRAMING UNLESS NOTED OTHERWISE
1 A-3.1
C
PROPOSED SECOND FLOOR PLAN
B
Date
Scale
Drawing No.
NEW WALL
1 A-3.0
NEW WINDOW
XX
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
4.
K
6'-103 4"
150 WEST 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
PROPOSED PLAN GROUND FLOOR
FLOOR DRAIN
J
DESCRIPTION
XX
1.
3.
ALL EXTERIOR DOORS AND WINDOWS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
GUTTERS ARE TO BE HALF - ROUND 5" DIAMETER DOWNSPOUTS TO BE 4" DIAMETER ROUND, TYP.
S
C
LEGEND
H
17'-03 4"
8'-014"
CONCRETE TILES
E
DATE
BEACH LANE
D
2 A-3.0
512"
C
S
8
13
12
N
6'-103 4"
08/16/2013 04/12/2013
E
75'-43 4"
2 A-3.1
S
7
11
M
9'-73 4"
ISSUE FOR PRICING ISSUE FOR ZONING
ISSUE
22'-414"
23'-7"
13'-10"
D
S
6
10
9
N
1
2 1
DATE
S
5
4
SYMBOLS
ALL ELECTRICAL, PLUMBING AND MECHANICAL FIXTURES ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
ALL INTERIOR DOORS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
ROOF CAVITY IS TO BE VENTED AT EAVES AND RIDGE, TYP.
9'-73 4"
08/16/2013 04/12/2013
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
S
3
8
M
1
15'-53 4"
1
7
L
ALL APPLIANCES TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE
7. 8.
J
4'-113 4"
ISSUE FOR PRICING ISSUE FOR ZONING
ISSUE
SHELVES
BEAM ABOVE TO BE REMOVED
2'-014"
2 1
D
1 A-3.1
2 A-3.0
2'-10" X 6'-8"
CLST
STAINED WOOD FLOOR
18'-012"
51'-113 4"
1
2
DESK
X1
3'-0" X 6'-8"
E
No.
150 WEST 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
CAD File No.
6
L
8'-6"
UP 19 9 " RISERS 6 16
SLOPE TO DRAIN
F
EXISTING WINDOW TO REMAIN
2'-10" X 6'-8"
13'-412"
A
6'-1"
E
D
Project No.
A
3'-514"
F
EAST BEDROOM
6'-612"
WASH AREA STAINED WOOD FLOOR
FIREBOX TO REMAIN. ASH PIT TO BE ADDED
X 6'-8"
STAINED WOOD LANDING, RISERS AND TREADS
3'-11"
EXISTING FLOOR TOFLOOR BE EXISTING REFINISHED TO REMAIN
3'-13 4"
STAINED WOOD FLOOR
STAINED WOOD FLOOR
EXISTING WINDOWS TO REMAIN 7'-93 4"
LINE OF ROOF ABOVE
DATE
A
5
14
N
1 A-3.0
X 6'-8"
2'-8"
EXISTING STAIRS TO REMAIN
PROPOSED GROUND FLOOR PLAN
4
2'-0"
STUDY
STAINED WOOD FLOOR
2'-10" X 6'-8" 11'-714"
6'-812"
08/16/2013 04/12/2013
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
B
G
3'-8"
3'-11"
1 A-3.1
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
1
10'-0"
4'-93 4"
F
F
33'-1114"
B
3
13
12
M
9'-10"
X4
G
5.
K
DESK
12'-73 4"
LINE OF SECOND FLOOR ABOVE
3'-0" X 6'-8"
ISSUE FOR PRICING ISSUE FOR ZONING
ISSUE
C
2
11
FLOOR DRAIN
ALL DIMENSIONS CORRESPOND TO FRAMING UNLESS NOTED OTHERWISE
6.
WINDOW SEAT
O
EXISTING DOORS TO REMAIN
4'-712"
2 1
No.
D
C
1
EXISTING FLOOR TO 10'-103 4" REMAIN
3'-0"
E
22'-414"
2 A-3.0
10
9
GENERAL NOTES:
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
4.
M
N
CLST
REF/ FRZ
3'-5"
H
FILING ENGINEER: JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
G
TERRACE
X2
11'-112" 26'-414"
STONE
PWDR TILE ROOM FLOOR
SOLID WOOD COLUMNS
15'-712"
2 A-3.1
LAUNDRY ROOM
EXISTING FL. TO REMAIN
13'-4"
H
22'-314" 74'-1"
1
H
EXISTING CHIMNEY TO BE EXTENDED
TRELLIS
G
EXISTING FLOOR TO REMAIN
K
STEEL COLUMNS SEE STRUCTURAL DRAWINGS, S-4
G
8
ABOVE
NEW DOOR
2.
X3
7'-1014"
BUILT IN NICHE ABOVE TOILET
STORAGE
40'-03 4"
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
G
EXISTING WINDOWS TO REMAIN
7'-712"
4'-4"
SLOPE TO INTERIOR DRAIN
5'-83 4"
W/D
HOSE BIBB
3'-1114"
FILING ENGINEER:
18'-212"
C
EXISTING WINDOW TO REMAIN 15'-4"
17'-6"
10'-914"
ROOF VENT AT RIDGE
H
H
V
PORCH
HOSE BIBB
B
4" STEP DOWN TO SHOWER FLOOR
EXISTING WINDOW TO REMAIN
EXISTING WASHER / DRYER TO REMAIN
J
BEAM ABOVE
2 A-3.1
A
BASEMENT HATCH TO REMAIN
K
ALL APPLIANCES TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE GUTTERS ARE TO BE HALF - ROUND 5" DIAMETER DOWNSPOUTS TO BE 4" DIAMETER ROUND, TYP. ROOF CAVITY IS TO BE VENTED AT EAVES AND RIDGE, TYP.
15'-314"
F
13'-10"
7
BELOW
NEW WINDOW
XX
1.
3.
PLANTING (BY OTHERS)
ALL EXTERIOR DOORS AND WINDOWS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE. ALL INTERIOR DOORS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
3'-1114"
X5
512"
SOLID WOOD TRELLIS MEMBERS
L
ALL ELECTRICAL, PLUMBING AND MECHANICAL FIXTURES ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
4. 5. 6. 7. 8.
J
29'-512"
I
SILLS TO BE EXTENDED 6"-8" INTO ROOM
E
11'-6"
6
NEW WALL
XX
GENERAL NOTES:
27'-412"
3'-0"
K
PROPOSED METAL ROOF, TYP.
J
3'-03 4"
K
SLOPE TO DRAIN
PLANTING (BY OTHERS)
4'-214"
ALL APPLIANCES TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE GUTTERS ARE TO BE HALF - ROUND 5" DIAMETER DOWNSPOUTS TO BE 4" DIAMETER ROUND, TYP. ROOF CAVITY IS TO BE VENTED AT EAVES AND RIDGE, TYP.
L
9'-114"
3.
ALL EXTERIOR DOORS AND WINDOWS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE. ALL INTERIOR DOORS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
7. 8.
16'-4"
SLOPE TO DRAIN
4'-8"
7'-73 4"
MASTER BEDROOM
11'-814"
2'-014"
UP 26" RISERS
ALL DIMENSIONS CORRESPOND TO FRAMING UNLESS NOTED OTHERWISE
1 A-3.0
2'-10" X 6'-8"
13'-712"
U
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
17'-7"
512"
MASTER BATH
T
L
19'-212"
34'-1"
ALL ELECTRICAL, PLUMBING AND MECHANICAL FIXTURES ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
4. 5. 6.
1. 53'-312"
L
J
512"
4'-712"
3'-0" X 6'-8"
DRESSING ROOM
512"
6'-1"
13'-712"
512"
10'-412"
S
F
F
SITTING ROOM
8'-63 4"
SOLID WOOD COLUMNS
WOOD BEAM
CLST
4'-113 4"
J D
4'-112"
M
16'-1014"
11'-5"
CONCRETE TILES
SITTING WALL
5'-714"
E
D
5
4
N
M
NEW WALL
FLOOR DRAIN 74'-1"
M
12'-1114"
12'-1114"
ALL DIMENSIONS CORRESPOND TO FRAMING UNLESS NOTED OTHERWISE
1 A-3.0
EQ.
16'-112"
WINDOW SEAT
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
CLST
4" STEP DOWN TO SHOWER FLOOR
OPEN TO BELOW
TRELLIS EQ.
2'-9"
12'-73 4"
15'-012"
DESK
W
CLST
10'-412"
3'-0"
10'-712"
G
14'-8"
EXISTING WINDOW TO REMAIN
14'-8"
17'-0"
15'-53 4"
LINE OF ROOF ABOVE
DESCRIPTION
ABOVE
NEW WINDOW
XX
7'-73 4"
9'-814"
F
DN 199 " RISERS 6 16
R
FILING ENGINEER: JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
G EXISTING WINDOW TO REMAIN
BEAM ABOVE TO BE REMOVED
SOUTH BEDROOM
6'-103 4"
EXISTING WINDOW TO REMAIN GLAZING TO BE SANDBLASTED
DN
9'-73 4"
DN
SHELVES
X1
H
H
L
512"
10'-83 4" 7'-43 4"
BATH
5'-53 4"
312"
3'-514" 40'-03 4"
7'-712"
2'-10" X 6'-8"
CLST
DESK
UP 19 9 " RISERS 6 16
SLOPE TO DRAIN
P
WINDOW SEAT
18'-1114"
2'-10" X 6'-8"
13'-412"
A
Q
2'-8" X 6'-8" 5'-9"
31'-1112"
WASH AREA
FIREBOX TO REMAIN. ASH PIT TO BE ADDED
X 6'-8"
3'-11"
K
PROPOSED METAL ROOF, TYP.
J
40'-03 4"
X 6'-8"
2'-8"
EXISTING WINDOWS TO REMAIN 7'-93 4"
SOLID WOOD COLUMNS
K
ALL APPLIANCES TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE GUTTERS ARE TO BE HALF - ROUND 5" DIAMETER DOWNSPOUTS TO BE 4" DIAMETER ROUND, TYP. ROOF CAVITY IS TO BE VENTED AT EAVES AND RIDGE, TYP.
312"
3'-13 4" 6'-612"
BEAM ABOVE
ALL EXTERIOR DOORS AND WINDOWS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE. ALL INTERIOR DOORS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
8'-6"
2'-10" X 6'-8" 11'-714"
1.
3.
ALL ELECTRICAL, PLUMBING AND MECHANICAL FIXTURES ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
4. 5. 6. 7. 8.
J
512"
10'-13 4"
12'-2"
3'-2"
2'-0"
STUDY
EXISTING STAIRS TO REMAIN
3'-11"
EXISTING WINDOW TO REMAIN
9'-10"
X4
G
EAST BEDROOM
1 A-3.0
17'-03 4"
8'-014"
H
EXISTING FLOOR TO REMAIN
K
DESK
12'-73 4"
EXISTING FLOOR TO BE REFINISHED
LINE OF SECOND FLOOR ABOVE
EXISTING DOORS TO REMAIN
4'-712"
10'-103 4"
3'-8"
WINDOW SEAT
O
6'-812"
11'-112" 26'-414"
19'-3"
4'-214"
REF/ FRZ
3'-5"
HOSE BIBB
M
N
CLST
PWDR ROOM
L
15'-314"
TERRACE
X2
X3
7'-1014"
BUILT IN NICHE ABOVE TOILET
3'-112"
16'-312"
C
3'-0" 3'-03 4" 10'-0"
9'-114"
EXISTING WINDOWS TO REMAIN
EXISTING FLOOR TO REMAIN
L
4'-93 4"
ALL DIMENSIONS CORRESPOND TO FRAMING UNLESS NOTED OTHERWISE
14'-9"
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
9'-73 4"
1.
3'-0" X 6'-8"
L
S
1 A-3.0
STORAGE
3
2
LEGEND
SYMBOLS
BELOW
XX
GENERAL NOTES:
1'-2" 27'-412"
EXISTING WINDOW TO REMAIN 15'-4"
5'-83 4"
W/D
LAUNDRY ROOM
1
N
BELOW FLOOR DRAIN
13'-212"
15'-4"
S
HOSE BIBB
B
4" STEP DOWN TO SHOWER FLOOR
EXISTING WINDOW TO REMAIN
EXISTING WASHER / DRYER TO REMAIN
J
14
ABOVE
NEW WINDOW
XX
UP
3. BASEMENT HATCH TO REMAIN
K
13
12
NEW WALL
75'-43 4"
FLOOR DRAIN XX
GENERAL NOTES:
S
SLOPE TO DRAIN
L
11
N
DESCRIPTION
ABOVE BELOW
XX
GENERAL NOTES:
2
LEGEND
SYMBOLS
NEW WALL
ABOVE BELOW
M
UP
3
LEGEND
SYMBOLS
NEW WALL
16'-1014"
11'-5"
2
LEGEND
SYMBOLS
FLOOR DRAIN 11'-113 4"
14'-8"
8
74'-1"
10'-914"
7
15'-4"
512"
6
4'-4"
5
4
18'-6"
S
3
2
S
1
N
M
A
1
2
3
4
08/16/2013
CAD File No.
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
FILE#
A
5
6
7
8
9
10
PLANS
BEACH LANE design development
11
12
13
14
Scale
1/4"=1'-0"
Drawing No.
E-1.1 Copyright © 2013 STUDIO GEIGER
N
74'-1" 18'-6"
M
11'-113 4"
15'-4"
16'-1014"
11'-5"
1'-2"
UP
HOSE BIBB
C
3'-0"
TERRACE
B
3'-8"
H
"
2'-0
STUDY
2'-10" X 6'-8" 11'-714"
3'-13 4"
"
6'-612"
'-8 X6
WASH AREA
312"
3'-11"
7'-93 4"
A
10'-83 4"
SHELVES
DN
DN BEAM ABOVE TO BE REMOVED
SLOPE TO DRAIN
SOUTH BEDROOM
X1
F
EXISTING WINDOW TO REMAIN
EXISTING WINDOW TO REMAIN
12'-73 4"
15'-012"
12'-1114"
14'-8"
17'-0"
15'-53 4"
LINE OF ROOF ABOVE
DESK
WINDOW SEAT
CLST
5'-714"
D
4'-112"
11'-6"
I
SILLS TO BE EXTENDED 6"-8" INTO ROOM
E
F
G
STEEL COLUMNS SEE STRUCTURAL DRAWINGS, S-4 H
22'-314"
13'-10"
22'-414"
74'-1"
2 A-3.1
C
PROPOSED GROUND FLOOR PLAN
2 A-3.0
K 4'-113 4"
J
E
D
L
EXISTING WINDOW TO REMAIN GLAZING TO BE SANDBLASTED
UP 19 9 " RISERS 6 16
SOLID WOOD COLUMNS
BEAM ABOVE
2'-10" X 6'-8"
CLST
DESK
3'-11"
BATH
2'-10" X 6'-8"
13'-412"
7'-43 4"
EXISTING WINDOWS TO REMAIN
9'-814"
40'-03 4"
EXISTING STAIRS TO REMAIN
7'-712"
G
FIREBOX TO REMAIN. ASH PIT TO BE ADDED
"X6
2'-8" X 6'-8" 5'-9"
512"
3'-514"
X4
'-8"
EXISTING WINDOW TO REMAIN
9'-10"
EXISTING DOORS TO REMAIN
2'-8
EAST BEDROOM
31'-1112"
3'-5"
EXISTING FLOOR TO BE REFINISHED
LINE OF SECOND FLOOR ABOVE
1 A-3.1
40'-03 4"
REF/ FRZ
10'-13 4"
3'-2"
26'-414"
19'-3"
4'-214"
PWDR ROOM
EXISTING FLOOR TO 10'-103 4" REMAIN 8'-014"
HOSE BIBB
LAUNDRY ROOM
7'-1014"
BUILT IN NICHE ABOVE TOILET
DESK
12'-73 4"
O
17'-03 4"
EXISTING WINDOWS TO REMAIN
EXISTING FLOOR TO REMAIN
4'-712"
1 A-3.0
9'-114"
10'-0"
J
STORAGE
12'-2"
5'-83 4"
W/D
WINDOW SEAT
CLST X3 11'-112"
312"
3'-03 4"
EXISTING WINDOW TO REMAIN 15'-4"
EXISTING WASHER / DRYER TO REMAIN
M
N
X2
5'-53 4"
4" STEP DOWN TO SHOWER FLOOR
EXISTING WINDOW TO REMAIN
14'-8"
K
3'-112"
BASEMENT HATCH TO REMAIN
27'-412"
16'-312"
SLOPE TO DRAIN
L
N
SYMBOLS
DESCRIPTION NEW WALL ABOVE BELOW FLOOR DRAIN
74'-1" 18'-6"
11'-113 4"
15'-4"
11'-5"
CONCRETE TILES
SITTING WALL
M
16'-1014"
SITTING WALL
XX
NEW WINDOW
XX
NEW DOOR
GENERAL NOTES:
1'-2"
UP
SLOPE TO DRAIN
PLANTING (BY OTHERS)
L
27'-412"
HOSE BIBB
C
3'-0"
TERRACE
EXISTING WINDOW TO REMAIN
3'-2"
2'-10" X 6'-8" 11'-714"
STAINED WOOD FLOOR
" 6'-8
WASH AREA
3'-514"
STAINED WOOD FLOOR
40'-03 4"
3'-11"
2'-8" X 6'-8" 5'-9"
BATH
J
TILE FLOOR
H
L
EXISTING WINDOW TO REMAIN GLAZING TO BE SANDBLASTED
10'-83 4"
SHELVES
SLOPE TO DRAIN
X1
ALL EXTERIOR DOORS AND WINDOWS ARE TO BE R AND REPLACED UNLESS NOTED OTHERWISE.
5.
ALL INTERIOR DOORS ARE TO BE REMOVED AND RE UNLESS NOTED OTHERWISE.
6.
ALL APPLIANCES TO BE REMOVED AND REPLACED NOTED OTHERWISE
7.
GUTTERS ARE TO BE HALF - ROUND 5" DIAMETER DOWNSPOUTS TO BE 4" DIAMETER ROUND, TYP.
8.
ROOF CAVITY IS TO BE VENTED AT EAVES AND RIDG
SOUTH BEDROOM
EXISTING WINDOW TO REMAIN
STAINED WOOD FLOOR
F
EXISTING WINDOW TO REMAIN
12'-73 4"
15'-012"
14'-8"
17'-0"
CONCRETE TILES
DESK STAINED WOOD FLOOR
WINDOW SEAT
CLST
5'-714" K 4'-113 4"
J D
I
SILLS TO BE EXTENDED 6"-8" INTO ROOM
E 1
No. E
11'-6"
4.
FILING ENGINEER:
DN
STAINED WOOD FLOOR
LINE OF ROOF ABOVE
4'-112"
ALL ELECTRICAL, PLUMBING AND MECHANICAL FIX ARE TO BE REMOVED AND REPLACED UNLESS NOT OTHERWISE.
JOHN CONDON P.E / CONDON ENGINEERIN 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
G DN
BEAM ABOVE TO BE REMOVED
15'-53 4"
12'-1114"
312"
UP 19 9 " RISERS 6 16
A
BEAM ABOVE
2'-10" X 6'-8"
CLST
9'-814"
7'-93 4"
SOLID WOOD COLUMNS
DESK STAINED WOOD LANDING, RISERS AND TREADS
EXISTING WINDOW TO REMAIN
2'-10" X 6'-8"
13'-412"
7'-43 4"
7'-712"
3'-11"
TILE FLOOR
FIREBOX TO REMAIN. ASH PIT TO BE ADDED
"X6
EXISTING WINDOWS TO REMAIN
EAST BEDROOM
512"
STAINED WOOD FLOOR '-8"
3'-13 4" 6'-612"
X4
EXISTING STAIRS TO REMAIN
ALL DIMENSIONS CORRESPOND TO FRAMING UNLE NOTED OTHERWISE
3.
9'-10"
EXISTING DOORS TO REMAIN
2'-8
EXISTING FLOOR TOFLOOR BE EXISTING REFINISHED TO REMAIN
40'-03 4"
"X
2'-0
STUDY
STAINED WOOD FLOOR
31'-1112"
3'-8"
LINE OF SECOND FLOOR ABOVE
17'-03 4"
EXISTING FLOOR TO 10'-103 4" REMAIN 8'-014"
HOSE BIBB
REF/ FRZ
O
26'-414"
3'-5"
EXISTING FL. TO REMAIN
2.
312"
LAUNDRY ROOM
STONE PWDR TILE ROOM FLOOR
19'-3"
EXISTING FLOOR TO REMAIN
7'-1014"
BUILT IN NICHE ABOVE TOILET
12'-2"
4'-214"
STORAGE
4'-712"
EXISTING WINDOWS TO REMAIN
9'-114"
10'-0"
1 A-3.0
W/D
DESK
12'-73 4"
10'-13 4"
15'-4" 5'-83 4"
EXISTING WASHER / DRYER TO REMAIN
WINDOW SEAT
CLST
K
THE CONTRACTOR SHALL VERIFY ALL EXISTING CON IN THE FIELD PRIOR TO COMMENCING WORK, AND REPORT ANY DISCREPANCIES BETWEEN DRAWINGS FIELD CONDITIONS TO THE DESIGNER.
X3 11'-112"
5'-53 4"
4" STEP DOWN TO SHOWER FLOOR
EXISTING WINDOW TO REMAIN
M
N
X2
14'-8"
3'-03 4"
B
3'-112"
BASEMENT HATCH TO REMAIN
16'-312"
PLANTING (BY OTHERS)
1.
F
G
H
22'-314"
13'-10"
22'-414"
74'-1"
2 A-3.1
2 A-3.0
ISSUE FOR PRICING
ISSUE
1 A-3.1
D
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
GFI
QUAD RECEPTACLE GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE APPLIANCE OUTLET
18'-6"
11'-113 4"
15'-4"
S
SINGLE GANG SWITCH THREE WAY SWITCH
S
TO EXTERIOR LIGHTING 74'-1"
JAMB SWITCH
S
M
16'-1014"
11'-5"
DIMMER SWITCH
COMBINATION SMOKE AND C SMOKE DETECTOR C
UP
CABLE
T 1'-2"
THERMOSTAT PHONE, RECEPTACLE ONLY
F
SLOPE TO DRAIN
FAX VENTILATOR WALL PANEL
L
27'-412"
TV
FLOOR RECEPTACLE TV OUTLET
GENERAL NOTE:
C
3'-0"
TERRACE
10'-83 4"
2'-10" X 6'-8"
S A
BEAM ABOVE
SHELVES
UP 19 9 " RISERS 6 16
DN
JOHN CONDON P.E / CONDON 1755 Sigsbee R Mattituck, NY 1 Tel. 631-298-1 Fax 631-298-2 www.condonengine
G
DN BEAM ABOVE TO BE REMOVED
S
3'-11"
SOLID WOOD COLUMNS
2'-10" X 6'-8"
CLST
S
DESK
DES*-1 SLOPE TO DRAIN
SOUTH BEDROOM
X1
DP-4
9'-814"
7'-93 4"
13'-412"
7'-43 4"
EXISTING WINDOWS TO REMAIN
FILING ENGIN
40'-03 4"
512"
WALL MTD. PICTURE LIGHT
31'-1112"
EXISTING WINDOW TO REMAIN GLAZING TO BE SANDBLASTED
SL
GFI
DL (3 TYP.)
WALL WASHER
L
S
40'-03 4"
FIREBOX TO REMAIN. ASH PIT TO BE ADDED
CEILING FAN
H
BATH
EXISTING WINDOW TO REMAIN
SSS
7'-712"
2'-8" X 6'-8" 5'-9"
DS-4
EXISTING STAIRS TO REMAIN
3'-11"
312"
DC-2
DS-3 (2 TYP.)
S
'-8"
10'-13 4"
6'-612"
WASH AREA
DP-7
S
3'-514"
3'-13 4"
LAMP
DS-4
312"
2'-10" X 6'-8" 11'-714"
DL (2 TYP.) "X6
STRIP OR UNDER COUNTER
S
19'-3"
DL (4 TYP.)
DL (4 TYP.)
2'-8
SCONCE
FLOOR LAMP
5'-53 4"
4'-712"
"
J
EXISTING WINDOW TO REMAIN
BEDROOM
FLUORESCENT FIXTURE
9'-10"
EXISTING DOORS TO REMAIN
6'-8
DS-4
12'-1114"
LINE OF ROOF ABOVE
DP-7
F
DP-6 EXISTING WINDOW TO REMAIN
12'-73 4"
15'-012"
14'-8"
17'-0"
15'-53 4"
14'-8"
S X4
"X
2'-0
SURFACE MOUNTED CEILING FIX PEND LIGHTING FIXTURE
DP-7 EAST
EXISTING FLOOR TO BE REFINISHED
LINE OF SECOND FLOOR ABOVE
17'-03 4"
STUDY
RECESSED CEILING FIXTURE
DESK
12'-73 4"
O
SS
3'-2" 3'-5"
3'-8"
DES*-2 (4 TYP.)
DP-3 (3 TYP.) DP-2
WINDOW SEAT
CLST
26'-414"
DP-8
REF/ FRZ
LIGHTING FIXTURES LEGEND
SS 11'-112"
12'-2"
4'-214"
GFI
ELECTRICAL SERVICE TO BE UPGRADED T CONFIRM WITH ELECTRICAL CONTRACTO
X3
15'-4"
GFI
PWDR ROOM
EXISTING FLOOR TO 10'-103 4" REMAIN 8'-014"
DESK
WINDOW SEAT
CLST
5'-714" J D
DL (3 TYP.)
E
4'-112"
11'-6"
I
SILLS TO BE EXTENDED 6"-8" INTO ROOM
F
G
22'-314"
13'-10" 74'-1"
E
K
DP*-5
TO EXTERIOR LIGHTING
4'-113 4"
9'-114"
LAUNDRY ROOM
GFI
M
N
X2
DS-1
S
10'-0"
EXISTING FLOOR TO REMAIN
DC-1
S
HOSE BIBB
STORAGE
GFI
DP-2 (3 TYP)
S
1 A-3.0
EXISTING WINDOWS TO REMAIN
W/D
7'-1014"
BUILT IN NICHE SL ABOVE TOILET
GFI
S
5'-83 4"
EXISTING WASHER / DRYER TO REMAIN
EXISTING WINDOW TO REMAIN
S
3'-03 4"
B
4" STEP DOWN TO SHOWER FLOOR
EXISTING WINDOW TO REMAIN
SEE INTERIOR ELEVATIONS FOR ALL OUTL CONFIRM ANY DISCREPANCIES WITH AR
K
3'-112"
HOSE BIBB
16'-312"
BASEMENT HATCH TO REMAIN
ALL OUTLETS TO BE MOUNTED HORIZONT UNLESS OTHERWISE NOTED.
1
No.
ISSUE FOR PRICING
ISSUE
H
22'-414"
D
BEACH L
12 BEACH L WESTHAMPTON B
70
6
7
8
10
9
11
12
13
14
1
3
2
5
4
6
7
8
10
9
11
13
12
14
1
LEGEND N
N
DESCRIPTION
N
2'-8"
3'-3"
5 21 12
L
L
NATURAL WOOD SHINGLES, TYP.
T.O FIN. 2ND FLOOR - MASTER BEDROOM
12
K
+ 7'- 3 " T.O EAVE FASCIA
I X2 X2
BOARD FORM CONCRETE
+ 21'- 7 41 " T.O. RIDGE
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
3.
ALL ELECTRICAL AND PLUMBING AND MECHANICAL FIXTURES ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
+ 18'- 10 " T.O. FIN. CLG - MASTER BEDROOM
+ 18'- 4 41 " T.O. FIN. CLG
ALL INTERIOR DOORS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE. ALL APPLIANCES TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE
7.
GUTTER ARE TO BE ZINC COATED COPPER HALF - ROUND 5" DIAMETER - DOWNSPOUTS TO BE ZINC COATED COPPER 4" DIAMETER ROUND, TYP.
8.
ROOF CAVITY IS TO BE VENTED AT EAVES AND RIDGE, TYP.
Q
T.O FIN. 2ND FLOOR MASTER BEDROOM + 11'- 1 " T.O RIDGE
K
6
SOUTH ELEVATION
1
2
12
12
ALT. 1: METAL ROOF, TYP. ALT. 2: WOOD SHINGLES, TYP.
P
+ 11'- 1 " T.O RIDGE
5 41"
7 41"
12
K + 7'- 3 " T.O EAVE FASCIA
B
H
M
O
N
G
1
N
1
CONCRETE TILE
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
ALL DIMENSIONS CORRESPOND TO FRAMING UNLESS NOTED OTHERWISE
3.
ALL ELECTRICAL AND PLUMBING AND MECHANICAL FIXTURES ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
L
L
ALL EXTERIOR DOORS AND WINDOWS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
5.
ALL INTERIOR DOORS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
6.
ALL APPLIANCES TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE
X5
U S
GUTTER ARE TO BE ZINC COATED COPPER HALF - ROUND 5" DIAMETER - DOWNSPOUTS TO BE ZINC COATED COPPER 4" DIAMETER ROUND, TYP.
8.
ROOF CAVITY IS TO BE VENTED AT EAVES AND RIDGE, TYP.
NEW ROOF RIDGE TO MATCH EXISTING
E
+ 11'- 4 41 " T.O FIN. 2ND FLOOR - MASTER BEDROOM
6 34"
2 1
No.
EXISTING ROOF RIDGE TO REMAIN
ISSUE FOR PRICING
08/16/2013
ISSUE FOR ZONING
04/12/2013
ISSUE
G
F
H
1
BEACH LANE
D
13
1
14
N
3
2
5
4
6
7
8
10
9
11
12
13
14
LEGEND
SYMBOLS
DESCRIPTION
N
N
M
M
SYMBOLS
DESCRIPTION NEW WALL ABOVE
ABOVE
BELOW FLOOR DRAIN
FLOOR DRAIN
M
XX
NEW WINDOW
XX
NEW DOOR
1.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
FOR INTERIOR DETAILS, SEE SHEET A-5.0 UNLESS NOTED OTHERWISE.
L
K
K
J
J
3'-5"
DINING ROOM 102
9'-10"
XX
NEW WINDOW
XX
NEW DOOR
GENERAL NOTES:
1.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
FOR INTERIOR DETAILS, SEE SHEET A-5.0 UNLESS NOTED OTHERWISE.
26'-512"
L
1.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
FOR INTERIOR DETAILS, SEE SHEET A-5.0 UNLESS NOTED OTHERWISE.
CUSTOM CABINETRY PAINTED WOOD
L
L
1
K
K
J
J
EAST ELEVATION - KITCHEN SHOWING ISLAND
K
WALLPAPER
SOUTH ELEVATION - ENTRY HALL 100
5
H
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
H
NORTH ELEVATION - ENTRY HALL 100 FILING ENGINEER:
G
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
1
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
J
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL SKIM COAT PLASTER
G
F
F
GLASS
NATURAL WOOD SHINGLES, TYP. ALT. 1: METAL ROOF, TYP. ALT. 2: WOOD SHINGLES, TYP.
R
6 21" 12
12
6 21"
E SOLID WOOD MEMBER (TRELLIS)
12
+ 10'- 4 41 " T.O FIN. 2ND FLOOR
G
2" X 4" TILES
F
FILING ENGINEER:
2
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
G
WEST ELEVATION - KITCHEN SHOWING ISLAND
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
G
2 1
No.
SOLID WOOD BEAM (TRELLIS)
2 81"
ISSUE FOR PRICING
08/16/2013
ISSUE FOR ZONING
04/12/2013
ISSUE
E
E
E 1
DATE
SOLID WOOD FRAME (TRELLIS)
+ 7'- 2 21 " T.O EAVE FASCIA
ISSUE FOR PRICING
8" PAINTED V-GROOVE WOOD BOARDS
D
12 BEACH LANE WESTHAMPTON BEACH, NY
CUSTOM CABINETRY PAINTED WOOD
CUSTOM CABINETRY PAINTED WOOD
1
ISSUE FOR PRICING
No.
EAST ELEVATION - KITCHEN 101 AND DINING ROOM 102
2
D
12 BEACH LANE WESTHAMPTON BEACH, NY
E
E
DW
DATE
BEACH LANE
D
F OPEN TO FAMILY ROOM
08/16/2013
ISSUE
No.
BEACH LANE
D
F
F
CUSTOM CABINETRY PAINTED WOOD
GLASS
OPEN TO STUDY AND POWDER ROOM
BRASS HANDRAIL
+ 11'- 1 " T.O RIDGE
+ 7'- 3 " T.O EAVE FASCIA
H
CUSTOM CABINETRY PAINTED WOOD
FILING ENGINEER: JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
2" X 4" TILES
5 21
E
H
PLAN - KITCHEN 101 AND DINING ROOM 102
NORTH ELEVATION - KITCHEN 101 AND DINING ROOM 102
3
E 1
08/16/2013
ISSUE
DATE
BEACH LANE
D
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
ISSUE FOR PRICING
No.
3
D
12 BEACH LANE WESTHAMPTON BEACH, NY
SOUTH ELEVATION - LIVING ROOM 103
4
WEST ELEVATION - LIVING ROOM 103
08/16/2013
ISSUE
DATE
BEACH LANE
D
12 BEACH LANE WESTHAMPTON BEACH, NY
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
H J
X1
BRASS HANDRAIL
K D X3
- 1'- 4 " T.O FIN. FLOOR - FAMILY ROOM
C STAIRS TO REMAIN
C
150 W 28TH STREET SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
CONCRETE TILE
C
BOARD FORM CONCRETE
+ 0'- 0 " T.O FIN. FLOOR
+ 0'- 0 " T.O FIN. FLOOR
CUSTOM CABINETRY PAINTED WOOD
C STAIRS TO REMAIN
8" PAINTED V-GROOVE WOOD BOARDS
C
150 W 28TH STREET SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
C
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
KITCHEN BEYOND
C
WEST ELEVATION
B
PROPOSED EXTERIOR ELEVATIONSSOUTH & WEST
1
2
3
4
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
6
7
8
9
10
11
12
13
14
2
NORTH ELEVATION - PARTIAL
3
OPEN TO LIVING ROOM
B
1/4"=1'-0"
A
A-2.0 Copyright © 2013 STUDIO GEIGER
1
1
A
2
3
4
5
2
3
4
5
6
6
7
8
9
10
7
8
9
10
11
12
13
14
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
N
11
12
13
14
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
N
DESCRIPTION
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
NEW DOOR
2.
3
2
5
4
6
5
4
7
6
8
7
10
9
8
10
9
11
13
12
11
13
12
1.
L
L
2.
4
FILE#
WEST ELEVATION - KITCHEN 101 AND DINING ROOM 102
A
SOUTH ELEVATION - KITCHEN 101 AND DINING ROOM 102
5
14
1
2
3
4
5
6
1
2
3
4
5
6
7
7
8
9
10
11
12
13
14
N
NEW WINDOW
XX
NEW DOOR
8
9
10
11
12
13
14
N
DESCRIPTION
N
M
NEW WINDOW
XX
NEW DOOR
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
1.
L
FOR INTERIOR DETAILS, SEE SHEET A-5.0 UNLESS NOTED OTHERWISE.
L
2.
2
3
4
5
6
7
1
2
3
4
5
6
7
A
NORTH ELEVATION - LIVING ROOM 103
8
9
10
11
12
13
14
8
9
10
11
12
13
14
N
DESCRIPTION
NEW DOOR
BELOW
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
FLOOR DRAIN
M
1.
M
FURNITURE TO BE FURNISHED BY CONTRACTOR
L
FOR INTERIOR DETAILS, SEE SHEET A-5.0 UNLESS NOTED OTHERWISE.
L
2.
EAST ELEVATION - FAMILY ROOM 104
2
SOUTH ELEVATION - FAMILY ROOM 104
3
K
K
J
J
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
1
EAST ELEVATION - SOUTH BEDROOM 107
2
SOUTH ELEVATION - SOUTH BEDROOM 107
3
K
K
J
J
MARBLE TILES ON SHOWER WALLS
L
FOR INTERIOR DETAILS, SEE SHEET A-5.0 UNLESS NOTED OTHERWISE.
L LINE OF MARBLE SLAB PARTITION BEYOND.
PLAN - WASH AREA 108A & BATH 108B
2
EAST ELEVATION - WASH AREA 108A & BATH 108B
SOUTH ELEVATION - WASH AREA 108A & BATH 108B
3
4
K
J
J
SOUTH ELEVATION - WASH AREA 108A & BATH 108B
1
SOUTH ELEVATION - SITTING ROOM
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
2
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
K
K
J
J
PLAN - MASTER BATH 202
2
EAST ELEVATION - MASTER BATH 202
3
J PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
13'-614"
H
H
H
TILES ON WALL
H
TILES ON WALL
FILING ENGINEER:
NORTH ELEVATION - FAMILY ROOM 104
5
F 4
NORTH ELEVATION - SOUTH BEDROOM 107
5
F
F
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
E ISSUE FOR PRICING
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
E 1
No.
FALSE SOFFIT TO BE FLUSH WITH BUILT IN
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
E
10'-0" AFF BOTTOM OF FIN. CLG.
08/16/2013
ISSUE
WEST ELEVATION - WASH AREA 108A & BATH 108B
6
NORTH ELEVATION - WASH AREA 108A & BATH 108B
No.
ISSUE FOR PRICING
7
E
08/16/2013
ISSUE
BEACH LANE
D
12 BEACH LANE WESTHAMPTON BEACH, NY
D
BEACH LANE
No.
PAINTED GYP. BOARD ON WALL SKIM COAT PLASTER
D
12 BEACH LANE WESTHAMPTON BEACH, NY
5
ISSUE FOR PRICING
D
5'-10"
E No. PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
WEST ELEVATION - MASTER BATH 202
ISSUE FOR PRICING
D
6
WEST ELEVATION - MASTER BEDROOM 203
E
08/16/2013
ISSUE
1
DATE
No. PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
D
NORTH ELEVATION - MASTER BATH 202
5
E 1
DATE
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
F 4
08/16/2013
ISSUE
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER 2" X 4" TILE
PAINTED GYP. BOARD ON WALL SKIM COAT PLASTER
FILING ENGINEER: JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
MARBLE WAINSCOT MARBLE WAINSCOT
F
EAST ELEVATION - DRESSING ROOM
E 1
DATE BUILT IN NICHE
D
WEST ELEVATION - SITTING ROOM
G
MARBLE BASEBOARD
F
1'-6"TYP.
4
NORTH ELEVATION - WASH AREA 108A & BATH 108B
E 1
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
DATE
F
EAST ELEVATION - EAST BEDROOM 106 5
E
D
H
MARBLE TILES ON SHOWER WALLS
G
7"
1'-2"
F
NORTH ELEVATION - NORTH BEDROOM 105
7"
F 4
H
FILING ENGINEER: JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
G 1'-6"
WARDROBE BY MONTANA
2'-3"
OPEN TO HALL
G
4'-4"
PAINTED GYP. BOARD ON WALL - SKIM COAST PLASTER
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
G
1'-112"
G
5'-113 4"
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
G
WINDOW SEAT
F
H
MIRROR
FILING ENGINEER:
G
3'-912"
BUILT IN DESK WITH SHELVES ABOVE PAINTED WOOD
BUILT IN CLOSET PAINTED WOOD
7'-6" AFF TOP OF FIN. FLOOR
1114"
H
FILING ENGINEER: JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
SOUTH ELEVATION - MASTER BATH 202
NORTH ELEVATION - SITTING ROOM
3
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
7'-0"
H
G
FOR INTERIOR DETAILS, SEE SHEET A-5.0 UNLESS NOTED OTHERWISE.
K
MARBLE BASEBOARD
1
EAST ELEVATION - SITTING ROOM
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
9'-0" AFF BOTTOM OF FIN. CLG.
OPEN TO LIVING ROOM
2.
FURNITURE TO BE FURNISHED BY CONTRACTOR
1 10'-0" AFF BOTTOM OF FIN. CLG.
MIRROR ON WALL
H
NEW DOOR
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
MARBLE WAINSCOT
K
WEST ELEVATION - SOUTH BEDROOM 107
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER EXISTING BEAM TO BE REMOVED
G
NEW WINDOW
XX
1. MARBLE TILES ON SHOWER WALLS
HEIGHT OF MASTER BATH FLOOR BEYOND WINDOW SEAT
WEST ELEVATION - FAMILY ROOM 104
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
XX
GENERAL NOTES:
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
1
J
DESCRIPTION
ABOVE
NEW WINDOW
XX
BUILT IN WINDOW SEAT AND CLOSET BEYOND
K
SYMBOLS
NEW WALL
XX
GENERAL NOTES:
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
1/4"=1'-0"
A-4.2 Copyright © 2013 STUDIO GEIGER
N
BELOW FLOOR DRAIN
M
Scale
Drawing No.
LEGEND
SYMBOLS
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
M
GENERAL NOTES:
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
6
1
ABOVE
XX
08/16/2013
FILE#
EAST ELEVATION - LIVING ROOM 103
NEW WALL PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
FLOOR DRAIN
PAINTED GYP. BOARD ON WALL - SKIM COAST PLASTER
Date
CAD File No.
5
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
Copyright © 2013 STUDIO GEIGER
ABOVE BELOW
9'-0" AFF BOTTOM OF FIN. CLG.
INTERIOR ELEVATIONS KITCHEN ISLAND & LIVING ROOM 103 Project No.
A
LEGEND
SYMBOLS
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
PENNY TILES ON WALL
M
B
1/4"=1'-0"
A-4.1
NEW WALL TILES ON WALL
XX
STONE SURROUND
Scale
Drawing No.
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
B
08/16/2013
CAD File No.
A
Copyright © 2013 STUDIO GEIGER
GENERAL NOTES: BUILT IN DESK WITH SHELVES ABOVE PAINTED WOOD
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER. FOR INTERIOR DETAILS, SEE SHEET A-5.0 UNLESS NOTED OTHERWISE.
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
Date
Project No.
1/4"=1'-0"
A-4.0
WALLPAPER, PURCHASED BY OWNER INSTALLED BY CONTRACTOR
ABOVE
M
INTERIOR ELEVATIONSKITCHEN 101 & DINING ROOM 102
Scale
Drawing No.
14
N
DESCRIPTION
FLOOR DRAIN
M BUILT IN CLOSET PAINTED WOOD
L
3
2
BELOW
NEW WINDOW
XX
GENERAL NOTES:
HALL BEYOND
FILE#
1
OPEN TO DINING ROOM
B
08/16/2013
CAD File No.
NEW WALL
XX
C
WALLPAPER
Date
Project No.
A
OPEN TO ENTRY
B
INTERIOR ELEVATIONS ENTRY HALL 100
EAST ELEVATION - ENTRY HALL 100
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
LEGEND
SYMBOLS
EXISTING BEAM TO BE REMOVED
ABOVE BELOW
L
4
A
1
N
NEW WALL
FLOOR DRAIN
1.
WEST ELEVATION - ENTRY HALL 100
1/4"=1'-0"
A-2.1
LEGEND
SYMBOLS
M
2
08/16/2013
Scale
Drawing No.
Copyright © 2013 STUDIO GEIGER
LEGEND PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
M
B 'HIDDEN' DOOR
Date
CAD File No.
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
B
PROPOSED EXTERIOR ELEVATIONS EAST & NORTH Project No.
Scale
Drawing No.
C
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
EXPOSED CONCRETE
NORTH ELEVATION
08/16/2013
CAD File No.
A
B
Date
Project No.
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
BUILT IN PAINTED WOOD CABINETRY
BUILT IN PAINTED WOOD CABINETRY
C
WALLPAPER
SOLID WOOD COLUMN (TRELLIS)
3
B
N
12
GENERAL NOTES:
H
G
F
12
D
12 BEACH LANE WESTHAMPTON BEACH, NY
11
KITCHEN 101
PLAN - ENTRY HALL 100 2
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
G
+ 21'- 7 41 " T.O. RIDGE
+ 0'- 0 " T.O FIN. FLOOR
A
10
PAINTED WOOD CABINET WITH SHELVES 'HIDDEN' DOOR
G
DATE
+ 6'- 4 34 " T.O EAVE FASCIA
E
9
11'-112"
BRASS HANDRAIL
8" PAINTED V-GROOVE WOOD BOARDS
FILING ENGINEER:
F
A
X4
8
M
+ 18'- 4 41 " T.O. FIN. CLG
12
SOLID WOOD STRUCTURAL COLUMN (TRELLIS)
7
BELOW
NEW DOOR
SOLID RAILING - 8" PAINTED V-GROOVE WOOD BOARDS
J
H
V
T
SOLID WOOD MEMBERS (TRELLIS) SOLID WOOD FRAME (TRELLIS)
T.O EAVE FASCIA
6
NEW WALL
NEW WINDOW
REF/ RFZ 8" PAINTED V-GROOVE WOOD BOARDS
K 13'-412"
7.
+ 17'- 7 41 " T.O. EAVE FASCIA
+ 10'- 4 41 " T.O FIN. 2ND FLOOR
+ 7'- 3 "
5
4
FLOOR DRAIN
XX
STAINED WOOD - LANDING, RISERS AND TREADS
EAST ELEVATION
T.O. EAVE FASCIA
+ 12'- 2 41 " T.O RIDGE
D
3
N
DESCRIPTION
XX
GENERAL NOTES:
BOARD FORM CONCRETE
NATURAL WOOD CASING, TYP. NATURAL WOOD SHINGLES, TYP.
2
LEGEND
SYMBOLS
M
NEW BRICK CHIMNEY
F
+ 18'- 10 41 " T.O. FIN. CLG - MASTER BEDROOM + 18'- 6 21 "
+ 18'- 4 41 " T.O. FIN. CLG + 17'- 7 21 " T.O. EAVE FASCIA
E
14
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
+ 0'- 0 " T.O FIN. FLOOR
H
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
NEW BRICK CHIMNEY
ALT. 1: METAL ROOF, TYP. ALT. 2: WOOD SHINGLES, TYP.
13
12
M
J
C
+ 21'- 7 41 " T.O. RIDGE
F
11
ABOVE
NEW DOOR
FILING ENGINEER:
G
10
9
BELOW
NEW WINDOW
XX
1.
4.
+ 10'- 4 41 " T.O FIN. 2ND FLOOR
12
8 38"
+ 6'- 4 34 " B.O SOFFIT
J + 0'- 0 " T.O FIN. FLOOR
SOUTH ELEVATION - PARTIAL
L
NATURAL WOOD SHINGLES, TYP.
W
+ 11'- 4 41 "
ALL EXTERIOR DOORS AND WINDOWS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
5.
BOARD FORM CONCRETE
H
8 PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
NEW WALL
XX
GENERAL NOTES:
+ 17'- 7 41 " T.O. EAVE FASCIA
L
6.
M
+ 21'- 7 41 " T.O. RIDGE
1 4
J
+ 0'- 0 " T.O FIN. FLOOR
- 1'- 4 " T.O FIN. FLOOR
7
FLOOR DRAIN NEW BRICK CHIMNEY
M
ALL DIMENSIONS CORRESPOND TO FRAMING UNLESS NOTED OTHERWISE
12
5 21"
NEW DOOR
2.
4. 2 34
+ 7'- 0 38 "
B.O SOFFIT + 5'- 11 " B.O SOFFIT
J
6
ABOVE BELOW
NEW WINDOW
XX
1.
ALT. 1: METAL ROOF, TYP. ALT. 2: WOOD SHINGLES, TYP.
NEW ROOF RIDGE TO MATCH EXISTING
+ 11'- 4 41 "
K
5
4
NEW WALL
XX
GENERAL NOTES:
3
N
DESCRIPTION
ABOVE BELOW
M
12
3
LEGEND
SYMBOLS
NEW WALL
FLOOR DRAIN 1'-3"
2
LEGEND
SYMBOLS
NEW BRICK CHIMNEY
19'-33 4"
5
4
+ 18'- 10 41 " T.O. FIN. CLG - MASTER BEDROOM + 18'- 7 21 " T.O. EAVE FASCIA
3'-2"
3
2
+ 21'- 7 41 " T.O. RIDGE
10'-10"
1
N
M
BEACH LANE
ISSUE FOR PRICING
08/16/2013
ISSUE
DATE
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
7'-6" AFF TOP OF FIN. FLOOR
D
12 BEACH LANE WESTHAMPTON BEACH, NY
D
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
2" X 4" TILE
BUILT IN SHELVING AND DESK - PAINTED WOOD PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
2" X 4" TILE
SLOPE TO DRAIN
C
C
B
6
EAST ELEVATION - NORTH BEDROOM 105
7
SOUTH ELEVATION - NORTH BEDROOM 105
8
B
WEST ELEVATION - NORTH BEDROOM 105
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
INTERIOR ELEVATIONS FAMILY RM 104 & NORTH BEDROOM 105 FILE#
1
2
3
4
5
ELEVATIONS
6
7
8
9
10
11
12
13
14
B
B
6
08/16/2013
CAD File No.
A
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
C
Date
Project No.
A
C
Scale
SOUTH ELEVATION - SOUTH BEDROOM 106
7
WEST ELEVATION - SOUTH BEDROOM 106
8
NORTH ELEVATION - SOUTH BEDROOM 106
A-4.3 Copyright © 2013 STUDIO GEIGER
INTERIOR ELEVATIONS EAST AND SOUTH BEDROOMS 106 & 107
A
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 1
2
3
4
5
6
7
8
9
10
11
12
13
14
C BUILT IN NICHE ABOVE TOILET
STONE TILE
B
HEIGHT OF POWDER ROOM FLOOR BEYOND
8
Scale
1/4"=1'-0"
Drawing No.
A-4.4 Copyright © 2013 STUDIO GEIGER
B
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
INTERIOR ELEVATIONS BATH 108 & POWDER ROOM 110
PLAN - POWDER ROOM 110
9
EAST ELEVATION - POWDER ROOM 110
10
SOUTH ELEVATION - POWDER ROOM 110
11
WEST ELEVATION - POWDER ROOM 110
12
NORTH ELEVATION - POWDER ROOM 110
A
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 1
2
3
4
5
6
7
8
9
10
11
12
13
14
C
WARDROBE BY MONTANA
B
B 6
08/16/2013
CAD File No.
A
C
Date
Project No.
08/16/2013
CAD File No.
FILE#
A
C
Date
Project No.
1/4"=1'-0"
Drawing No.
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
WARDROBE BY MONTANA
SOUTH ELEVATION - DRESSING ROOM
7
WEST ELEVATION - DRESSING ROOM
8
NORTH ELEVATION - DRESSING ROOM
A
A
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 1
2
3
4
5
6
7
8
9
10
11
12
13
14
C
C
B
B
Date
7
08/16/2013
CAD File No.
1/4"=1'-0"
A-4.5 Copyright © 2013 STUDIO GEIGER
INTERIOR ELEVATIONS SITTING RM 200 & DRESSING RM 201 Project No.
Scale
Drawing No.
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
NORTH ELEVATION - MASTER BEDROOM 203
3
EAST ELEVATION - MASTER BEDROOM 203
3
SOUTH ELEVATION - MASTER BEDROOM 203
Date
08/16/2013
CAD File No.
1/4"=1'-0"
A-4.6 Copyright © 2013 STUDIO GEIGER
INTERIOR ELEVATIONS MASTER BATH 202 & MASTER BEDRM 203 Project No.
Scale
Drawing No.
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
A
A
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 1
2
3
4
5
6
7
8
9
10
11
12
13
14
Scale
1/4"=1'-0"
Drawing No.
A-4.7 Copyright © 2013 STUDIO GEIGER
ALT. 1: METAL ROOF, TYP. ALT. 2: WOOD SHINGLES, TYP.
NEW ROOF RIDGE TO MATCH EXISTING
+ 11'- 4 41 " T.O FIN. 2ND FLOOR - MASTER BEDROOM
2 34
12
5 21"
+ 7'- 0 38 "
12
+ 7'- 3 " T.O EAVE FASCIA
B.O SOFFIT + 5'- 11 " B.O SOFFIT
I X2 X2
BOARD FORM CONCRETE
+ 0'- 0 " T.O FIN. FLOOR
- 1'- 4 " T.O FIN. FLOOR
1
SOUTH ELEVATION
2
ALT. 1: METAL ROOF, TYP. ALT. 2: WOOD SHINGLES, TYP.
SOUTH ELEVATION - PARTIAL
NEW BRICK CHIMNEY
+ 21'- 7 41 " T.O. RIDGE
+ 18'- 10 41 " T.O. FIN. CLG - MASTER BEDROOM + 18'- 6 21 "
+ 18'- 4 41 " T.O. FIN. CLG 1 2
+ 17'- 7 " T.O. EAVE FASCIA
T.O. EAVE FASCIA
NATURAL WOOD CASING, TYP. NATURAL WOOD SHINGLES, TYP.
X5
U S
V
T
NEW ROOF RIDGE TO MATCH EXISTING
+ 12'- 2 41 " T.O RIDGE
+ 7'- 3 " T.O EAVE FASCIA
+ 11'- 4 41 " T.O FIN. 2ND FLOOR - MASTER BEDROOM
+ 10'- 4 41 " T.O FIN. 2ND FLOOR
12
SOLID WOOD MEMBERS (TRELLIS) SOLID WOOD FRAME (TRELLIS)
6 34"
EXISTING ROOF RIDGE TO REMAIN + 6'- 4 34 " T.O EAVE FASCIA
SOLID WOOD STRUCTURAL COLUMN (TRELLIS)
A E X4
X1
F
G
H J
K
+ 0'- 0 " T.O FIN. FLOOR - 1'- 4 " T.O FIN. FLOOR - FAMILY ROOM STAIRS TO REMAIN
CONCRETE TILE
72
8" PAINTED V-GROOVE8" PAINTED V-GROOVE WOOD BOARDS WOOD BOARDS
J
PAINTED WOOD PAINTED WOOD CABINET WITH SHELVESCABINET WITH SHELVES 'HIDDEN' DOOR 'HIDDEN' DOOR STAINED WOOD - LANDING, STAINED WOOD - LANDING, RISERS AND TREADS RISERS AND TREADS
1
H
PLAN - ENTRYPLAN HALL- 100 ENTRY HALL 100 1 2
SOUTH ELEVATION SOUTH- ENTRY ELEVATION HALL- 100 ENTRY HALL 100 2
5
PAINTED GYP. BOARD PAINTED ON WALLGYP. - SKIM BOARD ON WALL - SKIM COAT PLASTER COAT PLASTER
NORTH ELEVATION NORTH- ENTRY ELEVATION HALL- 100 ENTRY HALL 100 5
BOARD ON WALL - SKIM PAINTED GYP. BOARD PAINTED ON WALLGYP. - SKIM COAT PLASTER COAT PLASTER
G
F
BRASS HANDRAIL
BRASS HANDRAIL
E
N
8" PAINTED V-GROOVE8" PAINTED V-GROOVE WOOD BOARDS WOOD BOARDS
BRASS HANDRAIL
D
BRASS HANDRAIL
8" PAINTED V-GROOVE8" PAINTED V-GROOVE WOOD BOARDS WOOD BOARDS KITCHEN BEYOND
C
KITCHEN BEYOND
B 'HIDDEN' DOOR
2
WEST ELEVATION WEST- ENTRY ELEVATION HALL- 100 ENTRY HALL 100 2
4
'HIDDEN' DOOR
EAST ELEVATION EAST- ENTRY ELEVATION HALL- 100 ENTRY HALL 100 4
K
3'-5"
K
102
9'-10" KITCHEN 101
H J
H J 1
PLAN - KITCHEN 101 AND DINING ROOM 102
G H 2" X 4" TILES
1
PAINTED GYP. BOARD ON WALL SKIM COAT PLASTER
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL SKIM COAT PLASTER
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER GLASS
PLAN - KITCHEN 101 AND DINING ROOM 102 2" X 4" TILES
F G
GLASS
OPEN TO STUDY AND POWDER ROOM
E F
CUSTOM CABINETRY PAINTED WOOD
E F
2" X 4" TILES
DW
EAST ELEVATION - KITCHEN 101 AND DINING ROOM 102
2
3
NORTHCUSTOM ELEVATION CABINETRY - KITCHEN 101 AND DINING ROOM 102 PAINTED WOOD
D E
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
1
No
CUSTOM CABINETRY PAINTED WOOD
GLASS
OPEN TO STUDY AND POWDER ROOM
CUSTOM CABINETRY PAINTED WOOD
F G
CUSTOM CABINETRY PAINTED WOOD
2" X 4" TILES CUSTOM CABINETRY PAINTED WOOD
GLASS
D E
G H
DW
1
No CUSTOM CABINETRY PAINTED WOOD
C D
WALLPAPER
EAST ELEVATION - KITCHEN 101 AND DINING ROOM 102
2
3
OPEN TO LIVING ROOM
B C
WALLPAPER
CUSTOM CABINETRY PAINTED WOOD
B C
WALLPAPER
4
WALLPAPER
OPEN TO ENTRY
WEST ELEVATION - KITCHEN 101 AND DINING ROOM 102
5
A B
SOUTH ELEVATION - KITCHEN 101 AND DINING ROOM 102
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 1
A
C D
PAINTED GYP. BOARD ON CEILING - SKIM COAT PLASTER
OPEN TO ENTRY
OPEN TO LIVING ROOM
A B
NORTH ELEVATION - KITCHEN 101 AND DINING ROOM 102
PAINTED GYP. BOARD ON WALL - SKIM COAT PLASTER
2
4
3
4
WEST ELEVATION - KITCHEN 101 AND DINING ROOM 102
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
5
6
7
8
10
9
11
12
13
14
74 5
SOUTH ELEVATION - KITCHEN 101 AND DINING ROOM 102
A
6
7
8
10
9
11
12
13
14
1
SYMBOLS
NEW WALL ABOVE
12
M
3
7'-6"
MASTER BEDROOM
6'-10"
PORCH
L
L 2"
+ 11'- 4 41 " T.O FIN. 2ND FLOOR - MASTER BEDROOM
NEW DOOR
M
6
7
8
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
ALL DIMENSIONS CORRESPOND TO FRAMING UNLESS NOTED OTHERWISE
LEGEND
ABOVE BELOW
BENT BEAM DETAIL SEE STRUCTURAL DRAWINGS , S-6
+ 12'- 2 41 " T.O RIDGE
ALL ELECTRICAL, PLUMBING AND MECHANICAL FIXTURES ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
6'-114"
CRAWL SPACE
NEW 2" RAT SLAB, TYP.
F
ROOF FINISH ALT. 1: METAL ROOF ATAS 'DUTCH SEAM' 19 41" WIDTH ON ATA -GUARD ON 21" CDX PLYWOOD (ATA SHIELD ALONG EAVE + UP TO THE ROOF TO A POINT AT LEAST 24" BEYOND OUTSIDE FACE OF EXTERIOR WALL. WITH 5" HALF ROUND ZINC COATED COPPER AND ROUND DOWNSPOUTS
F
8'-0"
2 1
12
No.
2 34
+ 7'- 3 41 " T.O. EAVE FASCIA
D
ENTRY HALL
ISSUE FOR PRICING
08/16/2013
ISSUE FOR ZONING
04/12/2013
ISSUE
E
+ 18'- 4 41 " T.O. FIN. CLG + 17'- 7 41 " T.O. EAVE FASCIA
DATE
BEACH LANE
5 21
C
C
103 8'-0"
150 W 28TH STREET SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
6'-8"
NEW 2" RAT SLAB, TYP.
C
4'-0" MIN. V.I.F
CRAWL SPACE
08/16/2013 04/12/2013
DATE
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
150 W 28TH STREET SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
+ 0'- 0 " T.O FIN. FLOOR
B
B
CRAWL SPACE
SECTIONS
NEW 2" RAT SLAB, TYP.
SECTIONS
6
7
8
9
10
11
12
13
14
SECTIONS
Scale
1/4"=1'-0"
Drawing No.
A-3.1 Copyright © 2013 STUDIO GEIGER
Date
Project No.
08/16/2013
CAD File No.
A
5
B
Date
Project No.
4
4'-0" MIN. V.I.F
SECTION LOOKING SOUTH
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
3
ISSUE FOR PRICING ISSUE FOR ZONING
ISSUE
12
+ 7'- 3" T.O. EAVE FASCIA
+ 0'- 0 " T.O FIN. FLOOR
C
2
2 1
No.
D + 10'- 4 41 " T.O FIN. 2ND FLOOR 2 21
1
E
SITTING ROOM
D
12 BEACH LANE WESTHAMPTON BEACH, NY
CLST
2
12
EXTERIOR FINISH: NATURAL WOOD SHINGLES ON TYVEK OR EQUIVALENT ON 21" CDX PLYWOOD, TYP.
8'-0"
7'-0"
E + 10'- 4 41 " T.O FIN. 2ND FLOOR
F
ROOF FINISH ALT. 2: SHINGLES ON 54" LATHE SOLID SHEATHING AND GRACE ICE & WATER SHIELD ON LOWER EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING AND OTHER CRITICAL AREAS. WITH 5" HALF ROUND COPPER GUTTERS AND ROUND DOWNSPOUTS
+ 21'- 7 41 " T.O. RIDGE
E
FILING ENGINEER:
SECTION LOOKING EAST
SITTING ROOM
EXTERIOR FINISH: NATURAL WOOD SHINGLES ON TYVEK OR EQUIVALENT ON 21" CDX PLYWOOD, TYP.
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
G 1
12
D
B
INSULATION VALUES FOR THE HOUSE AS FOLLOWS: R-19 FLOORS R-30 CEILINGS 2"X 4" WALLS R-16 2"X 6" WALLS R-21
H
FOUNDATION DETAIL TYPICAL SEE STRUCTURAL DRAWINGS , S-6
G
7'-0"
5 21
4'-0" MIN. V.I.F
CRAWL SPACE
MECHANICAL ROOM
H FILING ENGINEER:
A
ALL EXTERIOR DOORS AND WINDOWS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
GUTTER ARE TO BE HALF - ROUND 5" DIAMETER DOWNSPOUTS TO BE 4" DIAMETER ROUND, TYP. ROOF CAVITY IS TO BE VENTED AT EAVES AND RIDGE, TYP
9.
+ 0'- 0 " T.O FIN. FLOOR
CRAWL SPACE
H
G
ROOF FINISH ALT. 2: SHINGLES ON 54" LATHE SOLID SHEATHING AND GRACE ICE & WATER SHIELD ON LOWER EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING AND OTHER CRITICAL AREAS. WITH 5" HALF ROUND COPPER GUTTERS AND ROUND DOWNSPOUTS
+ 18'- 4 41 " T.O. FIN. CLG + 17'- 7 41 " B.O. SOFFIT
ALL ELECTRICAL, PLUMBING AND MECHANICAL FIXTURES ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE.
ALL INTERIOR DOORS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE. ALL APPLIANCES TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE
7. 8.
J
FOUNDATION DETAIL TYPICAL SEE STRUCTURAL DRAWINGS , S-6
ROOF FINISH ALT. 1: METAL ROOF ATAS 'DUTCH SEAM' 19 41" WIDTH ON ATA -GUARD ON 21" CDX PLYWOOD (ATA SHIELD ALONG EAVE + UP TO THE ROOF TO A POINT AT LEAST 24" BEYOND OUTSIDE FACE OF EXTERIOR WALL. WITH 5" HALF ROUND ZINC COATED COPPER AND ROUND DOWNSPOUTS
F
3.
6.
+ 6'- 4 34 " T.O EAVE FASCIA
EAST BEDROOM
NEW 2" RAT SLAB, TYP.
SECTION LOOKING NORTH
+ 21'- 7 41 " T.O. RIDGE
ALL DIMENSIONS CORRESPOND TO FRAMING UNLESS NOTED OTHERWISE
4.
K
EXISTING STRUCTURE TO REMAIN
EXISTING STRUCTURE TO REMAIN
+ 0'- 0 " T.O FIN. FLOOR
CRAWL SPACE
4'-0" MIN. V.I.F
PROPOSED STRUCTURE
NEW DOOR
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
5.
6 34
PROPOSED STRUCTURE
STUDY
J
NEW WINDOW
XX
1.
+ 11'- 4 41 "
12
K
10'-0"
INSULATION VALUES FOR THE HOUSE AS FOLLOWS: R-19 FLOORS R-30 CEILINGS 2"X 4" WALLS R-16 2"X 6" WALLS R-21
7'-3"
GUTTER ARE TO BE HALF - ROUND 5" DIAMETER DOWNSPOUTS TO BE 4" DIAMETER ROUND, TYP. ROOF CAVITY IS TO BE VENTED AT EAVES AND RIDGE, TYP
9.
XX
GENERAL NOTES:
L
T.O FIN. 2ND FLOOR - MASTER BEDROOM
+ 10'- 4 41 " T.O FIN. 2ND FLOOR
ALL EXTERIOR DOORS AND WINDOWS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE. ALL INTERIOR DOORS ARE TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE. ALL APPLIANCES TO BE REMOVED AND REPLACED UNLESS NOTED OTHERWISE
7. 8.
J
DESCRIPTION NEW WALL
9'-6"
6.
TERRACE
SYMBOLS
FLOOR DRAIN
L
7'-914"
10'-212"
NORTH BEDROOM
14
N
6'-6"
5.
K
G
13
12
M
6'-6"
12
CRAWL SPACE
1
11
+ 18'- 10 41 " T.O. FIN. CLG - MASTER BEDROOM
8'-8"
4. 5 21
- 1'- 4 " T.O FIN. FLOOR - FAMILY ROOM
H
10
9
+ 18'- 4 41 " T.O. FIN. CLG
1.
3.
+ 21'- 7 41 " T.O. RIDGE
12
+ 0'- 0 " T.O FIN. FLOOR
J
NEW WINDOW
XX
6'-6"
2 34
+ 6'- 4 34" T.O. EAVE FASCIA
K
XX
GENERAL NOTES: EXTERIOR FINISH: NATURAL WOOD SHINGLES ON TYVEK OR EQUIVALENT ON 21" CDX PLYWOOD, TYP.
5
ROOF FINISH ALT. 2: SHINGLES ON 54" LATHE SOLID SHEATHING AND GRACE ICE & WATER SHIELD ON LOWER EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING AND OTHER CRITICAL AREAS. WITH 5" HALF ROUND COPPER GUTTERS AND ROUND DOWNSPOUTS
BELOW FLOOR DRAIN 5 21
4
ROOF FINISH ALT. 1: METAL ROOF ATAS 'DUTCH SEAM' 19 41" WIDTH ON ATA -GUARD ON 21" CDX PLYWOOD (ATA SHIELD ALONG EAVE + UP TO THE ROOF TO A POINT AT LEAST 24" BEYOND OUTSIDE FACE OF EXTERIOR WALL. WITH 5" HALF ROUND ZINC COATED COPPER AND ROUND DOWNSPOUTS
N
DESCRIPTION
12
3
2
LEGEND N
ROOF FINISH ALT. 2: SHINGLES ON 54" LATHE SOLID SHEATHING AND GRACE ICE & WATER SHIELD ON LOWER EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING AND OTHER CRITICAL AREAS. WITH 5" HALF ROUND COPPER GUTTERS AND ROUND DOWNSPOUTS
6'-10"
5 ROOF FINISH ALT. 1: METAL ROOF ATAS 'DUTCH SEAM' 19 41" WIDTH ON ATA -GUARD ON 21" CDX PLYWOOD (ATA SHIELD ALONG EAVE + UP TO THE ROOF TO A POINT AT LEAST 24" BEYOND OUTSIDE FACE OF EXTERIOR WALL. WITH 5" HALF ROUND ZINC COATED COPPER AND ROUND DOWNSPOUTS
+ 18'- 10 41 " T.O. FIN. CLG - MASTER BEDROOM + 18'- 7 21 " T.O. EAVE FASCIA
7'-0"
4
+ 21'- 7 41 " T.O. RIDGE
8'-712"
3
2
7'-0"
1
N
M
A
2
1
2
3
08/16/2013
CAD File No.
SECTION LOOKING NORTH
A
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 4
5
6
7
8
9
10
11
12
13
14
Scale
1/4"=1'-0"
Drawing No.
A-3.0 Copyright © 2013 STUDIO GEIGER
1
4
5
6
7
8
10
9
11
13
12
14
LEG
ROOF FINISH ALT. 1: METAL ROOF ATAS 'DUTCH SEAM' 19 41" WIDTH ON ATA -GUARD ON 21" CDX PLYWOOD (ATA SHIELD ALONG EAVE + UP TO THE ROOF TO A POINT AT LEAST 24" BEYOND OUTSIDE FACE OF EXTERIOR WALL. WITH 5" HALF ROUND ZINC COATED COPPER AND ROUND DOWNSPOUTS
N
1 4
M
3
2
+ 21'- 7 " T.O. RIDGE
N
ROOF FINISH ALT. 2: SHINGLES ON 54" LATHE SOLID SHEATHING AND GRACE ICE & WATER SHIELD ON LOWER EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING AND OTHER CRITICAL AREAS. WITH 5" HALF ROUND COPPER GUTTERS AND ROUND DOWNSPOUTS
M + 18'- 10 41 " T.O. FIN. CLG - MASTER BEDROOM
6'-10"
+ 18'- 4 41 " T.O. FIN. CLG
7'-0"
L
BENT BEAM DETAIL SEE STRUCTURAL DRAWINGS , S-6
+ 12'- 2 41 " T.O RIDGE
L + 11'- 4 41 "
T.O FIN. 2ND FLOOR - MASTER BEDROOM
+ 10'- 4 41 " T.O FIN. 2ND FLOOR 12 6 34
+ 6'- 4 34 " T.O EAVE FASCIA
EAST BEDROOM 6'-114"
10'-0" 7'-914"
9'-6"
6'-6"
7'-0"
STUDY
K
EXISTING STRUCTURE TO REMAIN
EXISTING STRUCTURE TO REMAIN
8'-8"
8'-712"
PROPOSED STRUCTURE
6'-6"
PROPOSED STRUCTURE
6'-6"
K
J
J + 0'- 0 " T.O FIN. FLOOR
CRAWL SPACE
MECHANICAL ROOM
H
CRAWL SPACE NEW 2" RAT SLAB, TYP.
CRAWL SPACE
4'-0" MIN. V.I.F
+ 0'- 0 " T.O FIN. FLOOR
H
FOUNDATION DETAIL TYPICAL SEE STRUCTURAL DRAWINGS , S-6
76 G
G 1
SECTION LOOKING EAST
JO
SEE STRUCTURAL DRAWINGS , S-6
ROOF FINISH ALT. 1: METAL ROOF ATAS 'DUTCH SEAM' 19 41" WIDTH ON ATA -GUARD ON 21" CDX PLYWOOD (ATA SHIELD ALONG EAVE + UP TO THE ROOF TO A POINT AT LEAST 24" BEYOND OUTSIDE FACE OF EXTERIOR WALL. WITH 5" HALF ROUND ZINC COATED COPPER AND ROUND DOWNSPOUTS
12
SITTING ROOM
EXTERIOR FINISH: NATURAL WOOD SHINGLES ON TYVEK OR EQUIVALENT ON 21" CDX PLYWOOD, TYP. 7'-0"
+ 18'- 4 41 " T.O. FIN. CLG + 17'- 7 41 " B.O. SOFFIT
5 21
8'-0"
+ 21'- 7 41 " T.O. RIDGE
ROOF FINISH ALT. 2: SHINGLES ON 54" LATHE SOLID SHEATHING AND GRACE ICE & WATER SHIELD ON LOWER EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING AND OTHER CRITICAL AREAS. WITH 5" HALF ROUND COPPER GUTTERS AND ROUND DOWNSPOUTS
+ 10'- 4 41 " T.O FIN. 2ND FLOOR
12
+ 7'- 3 41 " T.O. EAVE FASCIA
ENTRY HALL CLST
CTION LOOKING SOUTH
CRAWL SPACE NEW 2" RAT SLAB, TYP.
4'-0" MIN. V.I.F
+ 0'- 0 " T.O FIN. FLOOR
2 34
ECTION LOOKING EAST
ROOF FINISH ALT. 1: METAL ROOF ATAS 'DUTCH SEAM' 19 41" WIDTH ON ATA -GUARD ON 21" CDX PLYWOOD (ATA SHIELD ALONG EAVE + UP TO THE ROOF TO A POINT AT LEAST 24" BEYOND OUTSIDE FACE OF EXTERIOR WALL. WITH 5" HALF ROUND ZINC COATED COPPER AND ROUND DOWNSPOUTS
5 21
EXTERIOR FINISH: NATURAL WOOD SHINGLES ON TYVEK OR EQUIVALENT ON 21" CDX PLYWOOD, TYP.
SITTING ROOM 8'-0"
+ 18'- 4 41 " T.O. FIN. CLG + 17'- 7 41 " T.O. EAVE FASCIA
12
7'-0"
+ 21'- 7 41 " T.O. RIDGE
ROOF FINISH ALT. 2: SHINGLES ON 54" LATHE SOLID SHEATHING AND GRACE ICE & WATER SHIELD ON LOWER EAVES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING AND OTHER CRITICAL AREAS. WITH 5" HALF ROUND COPPER GUTTERS AND ROUND DOWNSPOUTS
+ 10'- 4 41 " T.O FIN. 2ND FLOOR 2 21
12
+ 7'- 3" T.O. EAVE FASCIA
6'-8"
8'-0"
103
ECTION LOOKING NORTH
CRAWL SPACE NEW 2" RAT SLAB, TYP.
4'-0" MIN. V.I.F
+ 0'- 0 " T.O FIN. FLOOR
78
C
ABOVE
1.
M
5
4
118"
12"
12"
PAINTED POPLAR DOOR JAMB & CASING, TYP.
118"
3 " 8
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
3 " 4
3 " 4
6
7
8
HEAD
10
9
1/A-6.0
11
13
12
14
1
FAMILY ROOM 104 SOUTH BEDROOM 107
EAST BEDROOM 106
82-1/2" x 60-1/2"
7'-1 81" AFF (ASSUMES A 34" FINISHED FLOOR THICKNESS)
2/A-6.0
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
81-1/2" x 60-0"
PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN
HISTORIC SILL; PRE-PRIMED
LE PAGE WC21 # 2254
PAINTED WOOD, 1 34" SASH THICKNESS, SCREEN
HISTORIC SILL; PRE-PRIMED
82-1/2" x 60-1/2"
82-1/2" x 60-1/2"
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
1/A-6.0
2/A-6.0 (SIM)
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
29-0" x 60-1/2"
28-0" x 60-0"
2/A-6.0 (SIM)
EXISTING TO REMAIN 1/A-6.0
PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN
HISTORIC SILL; PRE-PRIMED
LE PAGE WC31 # 2254
PAINTED WOOD, 1 34" SASH THICKNESS, SCREEN
HISTORIC SILL; PRE-PRIMED
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING GLASS TO BE SANDBLASTED
HISTORIC SILL; PRE-PRIMED
1/A-6.0 1/A-6.0
1/A-6.0
1/A-6.0
2/A-6.0 (SIM)
1/A-6.0
1/A-6.0
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
2/A-6.0 (SIM)
1/A-6.0
1/A-6.0
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
2/A-6.0 (SIM)
1/A-6.0
LE PAGE WC31 # 2254 LE PAGE WC11 # 2254
PAINTED WOOD, 1 34" SASH THICKNESS, SCREEN
PAINTED WOOD, 1 34" SASH THICKNESS, SCREEN
HISTORIC SILL; PRE-PRIMED
PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN
HISTORIC SILL; PRE-PRIMED
PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN
LE PAGE WC31 # 2254
5
4
6
7
8
9
10
11
PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN
HISTORIC SILL; PRE-PRIMED
PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN
HISTORIC SILL; PRE-PRIMED
PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN
HISTORIC SILL; PRE-PRIMED
PAINTED WOOD, 1 34" SASH THICKNESS, SCREEN
HISTORIC SILL; PRE-PRIMED
LE PAGE WC31 # 2254 LE PAGE WC21 # 2236 LE PAGE WC31 # 2254
PAINTED WOOD, 1 34" SASH THICKNESS, SCREEN
HISTORIC SILL; PRE-PRIMED
LE PAGE WC31 # 2254
PAINTED WOOD, 1 34" SASH THICKNESS, SCREEN
HISTORIC SILL; PRE-PRIMED
2/A-6.0 (SIM)
1/A-6.0
1/A-6.0
PUSH OUT & FIXED CASEMENT
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
2/A-6.0 (SIM)
1/A-6.0
1/A-6.0
PUSH OUT & FIXED CASEMENT
6'-9716"
4'-63 4"
12
13
14
1
N
M
L
L
K
J
J
TYPE
LOCATION ENTRY HALL 100
A
F.S. (W X H) 38-5/8" x 82 5/8"
5
4
R.O. (W X H)
6
WINDOW TYPE 2: LE PAGE WINDOW D, E, F, G, H, I
WINDOW TYPE 4: LE PAGE WINDOW N
WINDOW TYPE 3: LE PAGE WINDOW J, K, M, O, P, Q, R, S, T, V, W
NOTES: ALL WINDOW SIZES AND MODEL NUMBERS TO BE CONFIRMED AND COORDINATED BY CONTRACTOR W/ WINDOW MANUFACTURER. ANY DISCREPANCIES TO BE CONFIRMED WITH DESIGNER. CONFIRM HARDWARE FINISH AND TYPE W/ DESIGNER. CONFIRM FINISH W/ DESIGNER. AFF DENOTES ABOVE FINISHED FLOOR.
J
J
L
L
K
K
J
H
SCREEN; BRONZE ANODIZED SILL; DOOR AND FRAME TO BE PRE-PRIMED
2 14 " PAINTED SOLID CORE WOOD FRENCH DOOR W/ GLASS LITES
BRONZE ANODIZED SILL; DOOR AND FRAME TO BE PRE-PRIMED
LE PAGE #3279-WF11
2 14 " PAINTED SOLID CORE WOOD FRENCH DOOR W/. GLASS LITES
SCREEN; BRONZE ANODIZED SILL; DOOR AND FRAME TO BE PRE-PRIMED
RH SINGLE DOOR, INSWING
M
3'-25 8"
2'-105 8"
2'-105 8"
2'-105 8"
L
2'-105 8"
K 5"
5"
J
H
J
H
118"
118"
4" 3 VISIBLE GLASS
H
G WINDOW TYPE 5: LE PAGE WINDOW C
WINDOW TYPE 6: LE PAGE WINDOW B
F
FILING ENGINEER: DOOR TYPE A: DOOR X1
G
F
DOOR TYPE B: DOOR X2
DOOR TYPE B: DOOR X3
DOOR TYPE B: DOOR X4
DOOR TYPE B: DOOR X5
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
G
F
F
3
E 2"
2"
14"
2"
35 8"
DATE
3
2"
8"
VISIBLE GLASS
3
3 8"
2"
2"
8"
314"
3
1 8"
No.
2"
D
TYPICAL JAMB DETAIL
ISSUE FOR PRICING
E
E
D
D
C
C
08/16/2013
ISSUE
1
DATE
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
No.
ISSUE FOR PRICING
E
E
D
D
C
C
08/16/2013
ISSUE
1
DATE
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
No.
ISSUE FOR PRICING
08/16/2013
ISSUE
DATE
BEACH LANE
12 BEACH LANE WESTHAMPTON BEACH, NY
STUD POCKET DETAIL
5"
614"
414"
93 8"
FRAME SIZE
D
12 BEACH LANE WESTHAMPTON BEACH, NY
G
4"
13 4"
13 4"
08/16/2013
BEACH LANE
114"
3 " 8
3 " 8
614"
3 " 4
ISSUE FOR PRICING
ISSUE
318"
D
FILING ENGINEER: JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
4"
12"
PAINTED WOOD BASEBOARD
G
FILING ENGINEER: JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
212"
E 1
No.
PAINTED CASING BEYOND
3 " 4
5"
2"
F FRAME SIZE
E 3 " 4
8"
F
3 " 4
3 " 4
E
D
3
8"
G
3
614"
N
SCREEN; BRONZE ANODIZED SILL; DOOR AND FRAME TO BE PRE-PRIMED
2 14 " PAINTED SOLID CORE WOOD FRENCH DOOR W/ GLASS LITES
LE PAGE #3279-WF11
LH SINGLE DOOR, INSWING
35-5/8" x 83 1/8"
9"
H
3
2"
3 " 8
3 " 4
14
NOTES SCREEN; BRONZE ANODIZED SILL; DOOR AND FRAME TO BE PRE-PRIMED
2 14 " PAINTED SOLID CORE WOOD FRENCH DOOR W/ GLASS LITES
LE PAGE #3279-WF11
LH SINGLE DOOR, INSWING
35-5/8" x 83 1/8"
34-5/8" x 82 5/8"
STEEL COLUMN - SEE STRUCTURAL DRAWINGS
JOHN CONDON P.E / CONDON ENGINEERING, P.C 1755 Sigsbee Road Mattituck, NY 11952 Tel. 631-298-1986 Fax 631-298-2651 www.condonengineering.com
F 118"
13
12
DESCRIPTION 2 14 " THICK SOLID CORE TWO PANEL WOOD DOOR
LE PAGE #3279-WF11
LH SINGLE DOOR, INSWING
35-5/8" x 83 1/8"
34-5/8" x 82 5/8"
5"
H FILING ENGINEER:
TYPICAL DOOR HEAD DETAIL
G
PAINTED POPLAR DOOR JAMB & CASING, TYP.
11
LEGEND MODEL # LE PAGE #4279-WF11
35-5/8" x 83 1/8"
34-5/8" x 82 5/8"
B
5"
312"
4
F 118"
10
9
OPERATION RH SINGLE DOOR, INSWING
34-5/8" x 82 5/8"
B
MASTER BEDROOM 203
11'-21516"
9'-0316"
2"
TYPICAL DOOR JAMB DETAIL
G
3 " 8
SILL
B
LAUNDRY ROOM 112
X5
3'-618"
H
LINE OF BASEBOARD BELOW
8
HEAD
B
HALL
X4
WINDOW TYPE 1: LE PAGE WINDOW A, U
3 " 8
H
1
7
JAMB
INTERIOR R.O. HEAD HT.
39-5/8" x 83 1/8"
DINING ROOM 102
X3
12"
314"
# X1 X2
NOTES: ALL WINDOW SIZES AND MODEL NUMBERS TO BE CONFIRMED AND COORDINATED BY CONTRACTOR W/ WINDOW MANUFACTURER. ANY DISCREPANCIES TO BE CONFIRMED WITH DESIGNER. CONFIRM HARDWARE FINISH AND TYPE W/ DESIGNER. CONFIRM FINISH W/ DESIGNER. AFF DENOTES ABOVE FINISHED FLOOR.
118"
118"
118"
3
2
DOOR SCHEDULE
N
M
2'-4"
HISTORIC SILL; PRE-PRIMED
LE PAGE WC31 # 2254 LE PAGE WC31 # 2254
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
82-1/2" x 60-1/2"
K
HISTORIC SILL; PRE-PRIMED
LE PAGE WC31 # 2254 LE PAGE WC31 # 2254
PUSH OUT & FIXED CASEMENT PUSH OUT & FIXED CASEMENT PUSH OUT & FIXED CASEMENT
82-1/2" x 60-1/2"
81-1/2" x 60-0"
N
M
4'-63 4"
HISTORIC SILL; PRE-PRIMED
PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN
PUSH OUT & FIXED CASEMENT PUSH OUT & FIXED CASEMENT
PUSH OUT FRENCH CASEMENT PUSH OUT FRENCH CASEMENT
81-1/2" x 60-0"
3
1/A-6.0
LE PAGE WC31 # 2254
PUSH OUT & FIXED CASEMENT FIXED CASEMENT
1/A-6.0 1/A-6.0
3
2/A-6.0 (SIM)
3
LEGEND
N
HISTORIC SILL; PRE-PRIMED
PUSH OUT FRENCH CASEMENT
1/A-6.0 1/A-6.0
2/A-6.0 (SIM)
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
82-1/2" x 60-1/2"
3 1
MASTER BEDROOM 203
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
HISTORIC SILL; PRE-PRIMED HISTORIC SILL; PRE-PRIMED
PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN
PUSH OUT FRENCH CASEMENT
EXISTING TO REMAIN
2/A-6.0 (SIM) 2/A-6.0 (SIM)
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN
LE PAGE WC21 # 2254
1/A-6.0
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS) 6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
82-1/2" x 60-1/2"
81-1/2" x 60-0"
SITTING ROOM 206 MASTER BATH 202 MASTER BEDROOM 203
W
55-3/4" x 42-1/2"
LE PAGE WC21 # 2254 LE PAGE WC21 # 2254 LE PAGE WC21 # 2254
1/A-6.0
1/A-6.0
82-1/2" x 60-1/2" 82-1/2" x 60-1/2"
81-1/2" x 60-0"
3
82-1/2" x 60-1/2"
PUSH OUT FRENCH CASEMENT
1/A-6.0
1/A-6.0
81-1/2" x 60-0" 81-1/2" x 60-0"
82-1/2" x 60-1/2"
PUSH OUT FRENCH CASEMENT
M
HISTORIC SILL; PRE-PRIMED HISTORIC SILL; PRE-PRIMED
LE PAGE WC31 # 2254
PUSH OUT FRENCH CASEMENT
3
81-1/2" x 60-0"
HISTORIC SILL; PRE-PRIMED
PUSH OUT FRENCH CASEMENT
1/A-6.0
V
54-3/4" x 42"
NOTES HISTORIC SILL; PRE-PRIMED
PAINTED WOOD, 1 34" SASH THICKNESS, SCREEN
PAINTED WOOD, 1 34" SASH THICKNESS, SCREEN
1/A-6.0
3
81-1/2" x 60-0"
DESCRIPTION PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN
PAINTED WOOD, 1 34" SASH THICKNESS, NO SCREEN
LE PAGE WC41 # 2254
PUSH OUT FRENCH CASEMENT
1/A-6.0
3 3
MODEL # LE PAGE WC21 # 2236 LE PAGE WC51 # 2236
PUSH OUT FRENCH CASEMENT
1/A-6.0
1/A-6.0
1/A-6.0
81-1/2" x 60-0"
4
NORTH BEDROOM 105 SITTING ROOM 206
2/A-6.0
81-1/2" x 60-0"
3
3
HALL
SITTING ROOM 206 SITTING ROOM 206 SITTING ROOM 206
7'-1 81" AFF (ASSUMES A 34" FINISHED FLOOR THICKNESS)
3
EXISTING
BATH 108B
M
S
PUSH OUT & FIXED CASEMENT
1/A-6.0 1/A-6.0
1/A-6.0
1/A-6.0
R
PUSH OUT & FIXED CASEMENT
1/A-6.0
1/A-6.0 1/A-6.0
1/A-6.0
3/A-6.0
3/A-6.0 (SIM)
2
LEGEND
OPERATION PUSH OUT FRENCH CASEMENT
1/A-6.0
1/A-6.0
3/A-6.0
3/A-6.0 (SIM)
7'-1 81" AFF (ASSUMES A 34" FINISHED FLOOR THICKNESS)
L
SILL 1/A-6.0
1/A-6.0
2/A-6.0 3/A-6.0 (SIM) 3/A-6.0 (SIM)
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS) 6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
55-3/4" x 60-1/2"
U
3 " 8
3 " 8
2/A-6.0 2/A-6.0
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS) 6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS) 6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS) 6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
55-3/4" x 60-1/2" 82-1/2" x 60-1/2"
54-3/4" x 60-0"
T
118" 13 4"
13 4"
3 " 4
118"
JAMB
6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS) 6'-8" AFF (ASSUMES A 34 " FINISHED FLOOR THICKNESS)
55-3/4" x 60-1/2"
54-3/4" x 60-0"
Q
314"
314" 118" 13 4" 118"
55-3/4" x 60-1/2"
54-3/4" x 60-0"
INTERIOR R.O. HEAD HT.
R.O. (W X H)
55-3/4" x 60-1/2"
54-3/4" x 60-0"
81-1/2" x 60-0"
2
N
1" 3 " 8
109-1/4" x 60-1/2"
F.S. (W X H)
54-3/4" x 60-0"
2 3
FAMILY ROOM 104
P
PAINTED SOLID CORE DOOR AS SCHEDULED
J
136-0" x 42-1/2"
108-1/4" x 60"
2
FAMILY ROOM 104
I J
L
K
55-3/4" x 42-1/2"
135-0" x 42"
5 2 2
LIVING ROOM 103
H
K
L
K
54-3/4" x 42"
6
LIVING ROOM 103
G
O
LINE OF BASEBOARD BELOW 3 " 4
3 " 4
1
DINING ROOM 102
LIVING ROOM 103
F
9"
3 " 8
TYPE
ENTRY HALL 100 KITCHEN 101
LIVING ROOM 103
E
9"
LINE OF BASEBOARD BELOW
K
LOCATION
D
9"
L
# A B
EXISTING WALLS TO BE REMOVED BELOW
5"
N
DESCRIPTION EXISTING TO BE REMOVED EXISTING AREA TO BE REMOVED EXISTING WALLS TO REMAIN
5"
3
2
WINDOW SCHEDULE SYMBOLS
GENERAL NOTES:
6'-105 8"
1
LEGEND N
M
5"
14
6'-105 8"
13
12
6'-105 8"
11
5"
10
9
6'-105 8"
8
6'-105 8"
7
5'-018"
6
5'-018"
5
5'-018"
4
3'-6"
3
2
5'-018"
1
N
M
3 " 8
C
118"
118"
3 " 8
C
B
B 3
TYPICAL CASED OPENING JAMB DETAIL
4
TYPICAL CASED OPENING HEAD DETAIL
5
TYPICAL BASEBOARD DETAIL
150 WEST 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
2
3
DETAILS
4
5
6
7
8
9
10
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12
13
14
B
Date
6"=1'-0"
A-5.0 Copyright © 2013 STUDIO GEIGER
A
A
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 1
2
3
4
5
6
7
8
9
10
11
12
13
14
B
WINDOW SCHEDULE AND DETAILS
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
B
B
B
WINDOW ELEVATIONS Date
Scale
6"=1'-0"
Drawing No.
A-6.0 Copyright © 2013 STUDIO GEIGER
Date
Project No.
08/16/2013
CAD File No.
Scale
Drawing No.
150 W 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
Project No.
08/16/2013
CAD File No.
A
1
C
TYPICAL HEAD AND SILL DETAIL
B
INTERIOR DETAILS TYPICAL DETAILS Project No.
A
C
A
1
2
3
4
A
5
6
7
8
9
10
11
12
13
14
6"=1'-0"
A-6.1 Copyright © 2013 STUDIO GEIGER
Date
08/16/2013
CAD File No.
Scale
Drawing No.
DOOR SCHEDULE ELEVATIONS Project No.
08/16/2013
CAD File No.
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
150 WEST 28TH ST SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
A
A
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Scale
1/4"=1'-0"
Drawing No.
A-7.0 Copyright © 2013 STUDIO GEIGER
3 " 8
3 " 8 1 " 2
118"
3 " 8
3 " 4
118"
314"
118"
LINE OF BASEBOARD BELOW
3 " 8
3 " 4
3 " 4
3 " 8
118"
118"
118"
314"
1 " 2
13 4"
TYPICAL DOOR HEAD DETAIL
118"
4
3 " 4
1"
G
118"
PAINTED SOLID CORE DOOR AS SCHEDULED
13 4"
TYPICAL DOOR JAMB DETAIL
13 4"
1
J
118"
118"
3 " 8
H
3 " 8
118"
314"
3 " 8
314"
3 " 4
3 " 4 1"
K
13 4"
1 " 2
PAINTED SOLID CORE DOOR PAINTED POPLAR DOOR AS & SCHEDULED JAMB CASING, TYP.
118"
1 " 2
13 4"
J
118"
118"
3 " 8
13 4"
LINE OF BASEBOARD BELOW
118"
118"
L
3 " 8
H F 1
LINE OF BASEBOARD BELOW
TYPICAL DOOR JAMB DETAIL
PAINTED POPLAR DOOR JAMB & CASING, TYP.
118"
4
3 " 8
TYPICAL DOOR HEAD DETAIL
3 " 4
118"
3 " 4
G
3 " 8
3 " 8
3 " 8
118"
3 " 4
118"
118"
3 " 8
80 3 " 4
614"
C
3 " 8
614"
E
P
614"
3 " 4
"
118"
118"
PAINTED POPLAR DOOR JAMB & CASING, TYP.
118"
3 " 4
3 " 8
8"
LINE OF BASEBOARD BELOW
3 " 3 4 4"
D
PA
3 " 4
3 " 8
F
3 " 4
614"
614"
E
PA
Project Description This project scope involved the renovation of an existing home and the addition of a guest house. The client’s taste resulted in the incorporation of classical details; highly developed in the main house and scaled back in the guest house. My Role Under the direction of the design partner, I developed construction document details, made material selections, chose lighting fixtures and participated in entry level construction administration. The opportunity to visit the site during construction added significant value towards understanding the details drawn in the office setting.
DERING HALL shelter island, new york
RESIDENTIAL RENOVATION 5,850 SQFT PROJECT MANAGER: LIESL GEIGER-KINCADE, R.A.
1
2
3
4
5
6
7
N
8
9
10
11
12
PROJECT INFORMATION
GENERAL NOTES: FOR PROPOSED WELL AND SEPTIC LOCATIONS SEE SEPTIC PLAN ALL DOWNSPOUTS AND SITE DRAINS TO CONNECT TO DRY WELLS
Yards, Principal Building and Accessory Building and Structure, Min. (feet): Front: 30 Side: 10 Rear: 100 (From Tie Line)
M
K
Lot Area:
87,090 SF
Main House: Guest House: Total Coverage:
3037.34 SF (Terraces & Steps Included) 1867.45 SF (Terraces & Steps Included) 4904.79 SF = 5.7%
Coverage Allowed:
30% For Building 40% For Building Including Impervious Surfaces
Proposed 1487.16 SF 1865.25 SF 1943.60 SF*
Guest House
Proposed 931.37 SF 1536.46 SF** 796.95 SF *
Second Floor: Ground Floor: Cellar Floor :
* Unconditioned Space ** Includes 546.62 SF Garage & 180.10 SF Storage Unconditioned Space
H
CODE
NYS Code 2010
A-0.1 A-0.1A A-0.2 A-0.3 A-0.4
F
SITE PLAN, DRAWING INDEX & PROJECT INFORMATION STAKEOUT PLAN GENERAL NOTES ENERGY CODE COMPLIANCE PLUMBING RISER DIAGRAMS
D-1.0 D-1.1 D-1.2
CELLAR FLOOR PLAN - DEMOLITION GROUND FLOOR PLAN - DEMOLITION SECOND FLOOR PLAN - DEMOLITION
D-2.0 D-2.1
SOUTH AND WEST ELEVATIONS - DEMOLITION NORTH AND EAST ELEVATIONS - DEMOLITION
A-1.0 A-1.1 A-1.2 A-1.3 A-1.4 A-1.5 A-1.6
CELLAR FLOOR PLAN GROUND FLOOR PLAN SECOND FLOOR PLAN ROOF PLAN FINISH PLAN - GROUND FLOOR FINISH PLAN - SECOND FLOOR REFLECTED CEILING PLAN - GROUND FLOOR
A-2.0 A-2.1
C
A-5.0
DINING ROOM DETAILS
A-6.0 A-6.1 A-6.2 A-6.3 A-6.4 A-6.5 A-6.6 A-7.0 A-7.1 A-7.2 A-7.3 A-7.4
WINDOW SCHEDULE & ELEVATIONS WINDOW ELEVATIONS WINDOW ELEVATIONS TYPICAL WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS EXTERIOR DOOR SCHEDULE & ELEVATIONS EXTERIOR DOOR DETAILS EXTERIOR DOOR DETAILS INTERIOR DOOR SCHEDULE CASED OPENING SCHEDULE
E-1.0 E-1.1 E-1.2
PLANS - DEMOLITION
EXTERIOR ELEVATIONS - DEMOLITION
D
A-4.9
C-1.0
PLANS - PROPOSED
S-1.0 S-1.1 S-2.0 S-2.1 S-2.2 S-3.0 S-3.1 M-1.0 M-1.1 M-1.2
AG-2.0 AG-2.1
INTERIOR ELEVATIONS - PROPOSED
LIVING ROOM DINING ROOM KITCHEN KITCHEN & POWDER ROOM SITTING ROOM & MUD ROOM ENTRY HALL UPSTAIRS HALL MASTER BEDROOM & DRESSING ROOM MASTER BATH & ANTE-CHAMBER NORTHEAST BEDROOM & SOUTHEAST BEDROOM WASH AREA & BATH
A-10.0
MAIN HOUSE
E
SECTION THROUGH WEST WING, SECTION THROUGH NORTH ENTRY & SECTION THROUGH KITCHEN DORMER WALL AND FOUNDATION DETAILS
A-9.0 A-9.1
DRAWING INDEX
G
A-3.1
AG-1.0 AG-1.1 AG-1.2 AG-1.3 AG-1.4
INTERIOR DETAILS
WINDOW AND DOOR SCHEDULES
EXTERIOR DETAILS
EXTERIOR TRIM DETAILS EXTERIOR BRICK TERRACE DETAILS
ADDITIONAL DETAILS
FIREPLACE AND CHIMNEY DETAILS
CABINETRY DRAWINGS TBD
ELECTRICAL PLANS
CELLAR FLOOR ELECTRICAL PLAN GROUND FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN
STRUCTURAL DRAWINGS
GENERAL NOTES NAILING SCHEDULE FOUNDATION PLAN & DETAILS FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN STRAPPING DETAILS TJI DETAILS
AG-3.0 AG-3.1 AG-4.0 AG-4.1 AG-4.2 AG-4.3 AG-4.4 AG-4.5 AG-4.6 AG-5.0 AG-5.1 AG-6.0 AG-6.1 AG-6.2 AG-7.0 AG-7.1 AG-7.2 AG-7.3 AG-7.4 AG-8.0 AG-8.1 AG-8.2 AG-9.0 AG-9.1 AG-9.2 AG-9.3
CELLAR MECHANICAL PLAN GROUND FLOOR MECHANICAL PLAN SECOND FLOOR MECHANICAL PLAN
M
SECTIONS
SECTION FACING EAST, SECTION THROUGH STAIRS & SECTION FACING NORTH WALL AND FOUNDATION DETAILS
INTERIOR ELEVATIONS
CABANA & CHANGING ROOM ENTRY HALL & LAUNDRY/PANTRY GARAGE STORAGE/BICYCLES MASTER BEDROOM & MASTER BATH PLAYROOM & BATH BEDROOM & UPSTAIRS HALL STAIR HALL
WINDOW AND DOOR SCHEDULES
WINDOW SCHEDULE & ELEVATIONS WINDOW ELEVATIONS AND DETAILS WINDOW DETAILS EXTERIOR DOOR SCHEDULE & ELEVATIONS EXTERIOR DOOR HEAD, JAMB & SILL DETAILS EXTERIOR DOOR HEAD, JAMB & SILL DETAILS INTERIOR DOOR SCHEDULE & ELEVATIONS INTERIOR DOOR HEAD, JAMB & SILL DETAILS
1
A
AFF & @ C.L. / C DIAM. BLDG BLKG CLG CLR COL CONC
EAVE DETAILS EAVE DETAILS EAVE DETAILS EXTERIOR DETAILS EXTERIOR BRICK DETAILS ENTRY 100B DETAILS WING WALL DETAILS
PROPOSED SITE PLAN
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 1
2
3
4
5
6
7
CONT DEMO DETL / DTL DIM D / DN DS DWG EQ EQUIP EXIST FIN
8
9
FLR FF FOS FT GA GALV GBX GYP/GYP BD HB INSUL MAX
10
FLOOR FINISHED FLOOR FACE OF STUDS FOOT OR FEET GUAGE GALVANIZED TYPE X GYP BD GYPSUM WALL BOARD HOSE BID INSULATION MAXIMUM
11
MECH MIN MISC NTS OC PLY REQ'D REV R.O. SIM. STL
D
OP ROA
WINTHR
G
F
ELECTRICAL PLANS
E
STRUCTURAL DRAWINGS
GENERAL NOTES NAILING SCHEDULE FOUNDATION/FIRST FLOOR FRAMING & SECOND FLOOR FRAMING PLANS SECOND FLOOR CEILING FRAMING & ROOF FRAMING PLANS STRAPPING DETAILS TJI DETAILS
No.
D
ISSUE
DATE
DERING HALL 5 Winthrop Road Shelter Island, NY
MECHANICAL DRAWINGS
CELLAR & GROUND FLOOR MECHANICAL PLAN SECOND FLOOR MECHANICAL PLAN
MECHANICAL MINIMUM MISCELLANEOUS NOT TO SCALE ON CENTER PLYWOOD REQUIRED REVISION ROUGH OPENING SIMILAR STEEL
12
PROJECT SITE: 5 WINTHROP ROAD SHELTER ISLAND NY
H
C
CONTINUOUS DEMOLISH, DEMOLITION DETAIL DIMENSION DOWN DOWNSPOUT DRAWING EQUAL EQUIPMENT EXISTING FINISH
N
CABINETRY DRAWINGS
SOUTH AND WEST ELEVATIONS NORTH AND EAST ELEVATIONS
ABOVE FINISHED FLOOR AND AT CENTERLINE DIAMETER BUILDING BLOCKING CEILING CLEAR COLUMN CONCRETE
J
EXTERIOR DETAILS
ABBREVIATIONS:
B
K
INTERIOR DETAILS INTERIOR DETAILS
CELLAR & GROUND FLOOR ELECTRICAL PLANS SECOND FLOOR ELECTRICAL PLAN
SG-3.0 SG-3.1
L
INTERIOR DETAILS
EG-1.0 EG-1.1
MG-1.0 MG-1.1
EXTERIOR ELEVATIONS - PROPOSED
NORTH AND EAST ELEVATIONS SOUTH AND WEST ELEVATIONS
LAUNDRY / PANTRY LAUNDRY / PANTRY LAUNDRY / PANTRY CABANA STAIR HALL PLAYROOM
SG-2.1
N
EXTERIOR ELEVATIONS
CG-1.0 CG-1.1 CG-1.2 CG-1.3 CG-1.4 CG-1.5
SG-1.0 SG-1.1 SG-2.0
MECHANICAL DRAWINGS
LEGEND
CELLAR & GROUND FLOOR PLANS SECOND FLOOR & ROOF PLANS FINISH PLANS - FIRST AND SECOND FLOOR FOUNDATION DETAILS FOUNDATION DETAILS
D OA YR RR FE
J
14
PLANS
H RT NO
Second Floor: Ground Floor: Cellar Floor :
Existing 1487.16 SF 1809.21 SF 1786.77 SF *
SECTION THROUGH EAST WING, SECTION THROUGH EAST TERRACE & SECTION THROUGH SITTING ROOM
A-4.0 A-4.1 A-4.2 A-4.2A A-4.3 A-4.4 A-4.5 A-4.6 A-4.7 A-4.8
FLOOR AREAS: Main House
SECTIONS - PROPOSED
A-3.0
A-3.2
LOT COVERAGE:
L
13
GUEST HOUSE
Address: 5 Winthrop Road, Shelter Island, NY, 11965 Zoning District : C Tax Map: 700-07-04-10 Section: 07 Block: 4 Lot: 10 Occupancy: Single Family Residence Construction Type: Residential Wood Frame
SIM. SQ TYP. T.O. U / UP UON VIF W/ W/O WD WP
13
SIMILAR SQUARE TYPICAL TOP OF UP UNLESS OTHERWISE NOTED VERIFY IN FIELD WITH WITHOUT WOOD WATERPROOF
14
150 W 28th STREET SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
B
SITE PLAN Project No.
Date
CAD File No.
Scale
PROJECT# FILE#
A
10/25/2012 SCALE
Drawing No.
A-0.1 Copyright © 2008 GEIGER MASON DESIGN
82
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1
3
2
4
5
6
7
8
9
10
11
12
13
14
1
LEGEND N
N
M
M
3
2
4
5
6
7
LEGEND
8
10
9
11
12
13
14
1
N
N
M
M
3
2
4
5
6
7
8
10
9
11
12
13
1
14
LEGEND
HALF COLUMN
N
M
COLUMN BASE BELOW
3
2
5
4
6
7
8
10
9
11
13
12
14
LEGEND
LEGEND
N
N
M
M
N
N
M
M
N
112" WOOD DOOR BY LE PAGE AS SPECIFIED - SEE DOOR SCHEDULE FOR SIZE & LOCATION
212"
VAPOR BARRIER
1
No.
ISSUE FOR CHIMNEY CONSTRUCTION
E
E
D
D
06/19/2012
ISSUE
E 1
DATE
No.
ISSUE FOR PRICING
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
TWO WINDOWS JAMB DETAIL - WINDOWS V, W & X
F
WOOD EXTENSION JAMB BY LE PAGE SIZE TO BE COORDINATED BY CONTRACTOR 12"
3 2 1
No.
ISSUE FOR BRICK TERRACES
08/01/2012
ISSUE FOR FRAMING
03/07/2012
ISSUE FOR PRICING
07/12/2011
ISSUE FOR BUILDING PERMIT
06/28/2011
ISSUE
4
E
E
D
D
3 2 1
DATE
No.
ISSUE FOR BRICK TERRACES
08/01/2012
ISSUE FOR FRAMING
03/07/2012
ISSUE FOR PRICING
07/12/2011
ISSUE FOR BUILDING PERMIT
06/28/2011
ISSUE
E
1
2 21" STUD POCKET, TYP.
FIRE PLACE ELEVATION
2
SECTION
B
DINING ROOM CHIMNEY DETAILS
CHIMNEY DETAILS Project No.
09JSC
CAD File No.
FILE#
A
2
3
4
5
6
D
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
DERING HALL
1
2" 1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
C
C
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
C
7
8
9
10
11
12
13
14
B
B
A
A
B
5 8"
GYPBOARD
WOOD SIDING
B
3/4" CDX PLYWOOD
EXTERIOR DETAILS- BRICK TERRACES Date
Project No.
05/17/2012
09JSC
Scale
CAD File No.
1/2"=1'-0"
Drawing No.
A-11 Copyright © 2012 STUDIO GEIGER
FILE#
1
2
3
4
5
6
7
8
9
10
11
12
13
14
PAINTED WOOD TRIM
06/12/2012
VAPOR BARRIER
3/4"=1'-0"
A-9.1 Copyright • ••• 2011 STUDIO GEIGER
A
LINE OF WINDOW SILL
Project No.
WOOD WINDOWS #Y (TYPE 16) BY LE PAGE AS SPECIFIED - SEE WINDOW SCHEDULE FOR SIZE & LOCATION
09JSC
CAD File No.
FILE#
A
SILL DETAIL - WINDOWS D 3" = 1'-0"
1
2
3
4
5
6
7
B
B
A
A
WINDOW DETAILS
6X6 POST TYP.
Date
Scale
Drawing No.
8
9
10
11
12
13
14
B
WINDOW DETAILS Date
Project No.
03/07/2012
09JSC
CAD File No.
Scale
3"=1'-0"
Drawing No.
A-6.5 Copyright © 2011 STUDIO GEIGER
FILE#
1
2
3
4
5
6
7
8
9
10
11
12
13
14
212" TYP.
83 4"
212"
PAINTED WOOD SOFFIT DETAIL
3
9"
D
3 16" 16"
16"
3
C
EXTERIOR
17
INTERIOR KITCHEN 108
13 4" TYP.
C
9
417 32"
9"
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
E
13 4" TYP.
No.
4 A-9.0
D
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
512"
C
J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
ISSUE FOR EAVE FASCIA CONSTRUCTION
06/28/2012
ISSUE
DATE
512"
WOOD WINDOWS #Y (TYPE 16) BY LE PAGE AS SPECIFIED - SEE WINDOW SCHEDULE FOR SIZE & LOCATION
VAPOR BARRIER
SECTION
LIVING ROOM CHIMNEY DETAILS
A
1
C
512"
13 4" TYP. WOOD BOARDS
DATE
PAINTED WOOD CASING - TBD
SHIM SPACE
WOOD WINDOW BY LE PAGE AS SPECIFIED - SEE WINDOW SCHEDULE FOR SIZE & LOCATION
13 4" TYP.
FIRE PLACE ELEVATION
B
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
ALIGN
G
F
5
C
1'-75 8" VIF
G
SCALE: 3" = 1'-0" 4
E WOOD WINDOW #X BY LE PAGE AS SPECIFIED - SEE WINDOW SCHEDULE FOR SIZE & LOCATION
D
PAINTED WOOD SILL AND TRIM - TBD
C
12"
916" ALIGN
FILING ENGINEER:
F
SILL DETAIL - WINDOWS U, V, W,X, Y
WINDOW SILL BELOW
JAMB DETAIL - WINDOWS D
DATE
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
F
8"
D
ALIGN
G
SCALE: 3" = 1'-0"
EXTERIOR
07/12/2011
ISSUE
FIRST FLOOR PLAN
H
T.O. FIN. COLUMN, TYP.
1 " 32
VAPOR BARRIER
E FIRST FLOOR PLAN
12"
G
F WOOD FIXED SASH WINDOW BY LE PAGE AS SPECIFIED - SEE DOOR SCHEDULE FOR SIZE & LOCATION
WOOD TRIM
E
J
+ 40'- 2 1/2 "
13 4"
WOOD CASING
8" 3/4" SHEATHING
D
PAINTED WOOD TRIM, TYP
ELLIPTICAL CURVE
WOOD BOARDS
3/4 " SHEATHING R-19 BATT INSULATION
912" 5
112" 213 " 112" 16
12"
G
WOOD BOARDS
PAINTED WOOD CASING
F
WOOD TRIM BOARD
T.O. FIN. COLUMN, TYP.
FILING ENGINEER: J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
R: 3/16"
C
3 " 8
1 " 4
EXTERIOR DETAILS Project No.
09JSC
07/01/2012
CAD File No.
FILE#
3"=1'-0"
A-6.6 Copyright © 2011 STUDIO GEIGER
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
B
TRIM DETAIL BEYOND
Date
Scale
Drawing No.
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
32"
G
F
9/16" RADIUS CIRCLE
FINISH WOOD BOARDS
+ 40'- 2 1/2 "
H
H 114"
9
G
WOOD WINDOW BY LE PAGE AS SPECIFIED - SEE WINDOW SCHEDULE FOR SIZE & LOCATION
L
K
16"
BRICK PATTERN - MUD ROOM 110 & NORTH TERRACE 100 - INTERIOR CORNERS
+ 41'- 10 " T.O. FIN. PORCH FLOOR
ELLIPTICAL CURVE
3
3
PAINTED WOOD EDGE TRIM & FASCIA (TO APPEAR AS ONE SOLID PIECE)
13 8"
32"
BRICK PATTERN - CORNER CONDITION WITH COLUMNS
H
FILING ENGINEER: J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
13 8"
1"
9
2
H
PAINTED WOOD SILL AND WINDOW CASING - TBD LE PAGE HISTORIC SILL EXTRUDED DIMS. TO BE CONFIRMED WITH MANUFACTURER
318"
716"
14" 212" 14" 3 " 33 " 4 4 916"
64" 7 32"
BRICK PATTERN - NORTH TERRACE 100
J
J
1/2" SHIM SPACE
WOOD EXTENSION JAMB BY LE PAGE - SIZE TO BE COORDINATED BY CONTRACTOR INTERIOR
EXTERIOR
WOOD EXTENSION JAMB BY LE PAGE - SIZE TO BE COORDINATED BY CONTRACTOR
318"
LEAD COATED COPPER FLASHING
1/4" GAP FOR DRIP
32"
1
F
WOOD CASING, TYP
TBD
TBD
12"
J
312"
J
HEAD DETAIL - WINDOWS V, W,X, Y
4" STUD POCKET
WOOD WINDOW BY LE PAGE AS SPECIFIED - SEE WINDOW SCHEDULE FOR SIZE & LOCATION
T.O. FIN. PORCH FLOOR
7
G
12" 4"
13 8"
64"
F
12"
33 4"
16"
212" TYP.
G
F
SHIM SPACE
912"
G
1 2"
1" 12" VIF
WOOD WINDOW BY LE PAGE AS SPECIFIED - SEE WINDOW SCHEDULE FOR SIZE & LOCATION
2 21" STUD POCKET, TYP. PAINTED WOOD CASING - TBD
PAINTED WOOD TRIM - TBD
H
FILING ENGINEER: J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
16"
6"
3 1/2" X 1 1/4" WOOD DECK ON 1 1/4" SLEEPERS ON ROOFING MEMBRANE SLOPED 1/4" PER FOOT - DRAIN THROUGH CAST IRON DOWNSPOUTS ON INTERIOR WALL CONFIRM LOCATIONS WITH ARCHITECT
+ 41'- 10 "
7
1" 9
"
JAMB DETAIL - WINDOWS U & V
WOOD CASING, TYP
H TYPICAL WALL ELEVATION AT EAST & WEST CORNERS
TYPICAL WALL ELEVATION
FILING ENGINEER: J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
L
K
9 16
HEAD DETAIL - WINDOWS D
INTERIOR
H
SECOND FLOOR PLAN
L
K
"
J
RUNNING BOND
TILES ON 21" GYPBOARD
H SECOND FLOOR PLAN
13 8"
518"
LEAD COATED COPPER FLASHING PAINTED WOOD
2 21" STUD POCKET, TYP.
J
KITCHEN 108
RUNNING BOND
H
318"
3/4" PLYWOOD VAPOR BARRIER CEDAR SHINGLES AS REQUIRED
57 8"
312"
1"
8"
916"
114" 5
63 8"
L
K
1"
WOOD EXTENSION JAMB BY LE PAGE - SIZE TO BE COORDINATED BY CONTRACTOR
3 " 4
L
SHIM SPACE
112" 21316" 112"
1 2"
INTERIOR
EXTERIOR
12"
57 8" VIF
WOOD WINDOWS BY LE PAGE AS SPECIFIED - SEE WINDOW SCHEDULE FOR SIZE & LOCATION
K
PAINTED WOOD CASING - TBD
+ 40'-1 34" B.O FIN. HEAD
12"
12"
PAINTED WOOD CASING
CORNER OF FULL BRICK TO MEET EDGES IN HERRINGBONE PATTERNS, TYP.
J
WOOD BOARDS
FASCIA DETAIL - TBD
4"
35 8" VIF
57 8"
(3) 7 1/4" LVL (CONFIRM WITH FRAMER)
EXTERIOR
9 16
J
+40'-7 1/2" T.O. FIN. CLG. - GROUND FL.
PAINTED WOOD CASING TBD
INTERIOR KITCHEN 108
FULL BRICK - SHINER (FLAT) HERRINGBONE PATTERN
CHIMNEY ELEVATION
J
L
K
+38'-10 58" B.O FIN. HEAD
FULL BRICK - STRETCHER (ON EDGE)
1"
3/4" PLYWOOD
L
K
PAINTED WOOD CASING -TBD
FULL BRICK - STRETCHER (ON EDGE)
8"
CHIMNEY ELEVATION
FULL BRICK - SHINER (FLAT) HERRINGBONE PATTERN
CORNER OF FULL BRICK TO MEET EDGES IN HERRINGBONE PATTERNS, TYP.
PARTIAL BRICK - STRETCHER (ON EDGE)
12"
FULL BRICK - SHINER (FLAT) HERRINGBONE PATTERN
FULL BRICK - STRETCHER (ON EDGE)
M RAILING POST
RAILING POST
5
CHIMNEY ELEVATION
93 4"
L
K
TYPICAL WALL ELEVATION AT NORTH & SOUTH CORNERS
L
K
CORNER OF FULL BRICK TO MEET EDGES IN HERRINGBONE PATTERNS, TYP.
CHIMNEY ELEVATION
WOOD EXTENSION JAMB BY LE PAGE - SIZE TO BE COORDINATED BY CONTRACTOR
1'-75 8" VIF
ALIGN
VAPOR BARRIER
RUNNING BOND
L
K
LINE OF WINDOW SILL
312"
9" 512"
EAVE TRIM
63 8"
EDGE OF BRICK TERRACE BELOW
FLASHING AS REQUIRED
412"
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
12"
1.
A
A
COLUMN SECTION
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Date
10/15/12
Scale
3'-0"=1'-0"
Drawing No.
A-9.0 Copyright © 2012 STUDIO GEIGER
EXTERIOR DETAILS
DERING HALL construction documents
N
N
M
M RAILING POST
1 " 2 1 " 3 " 33 " 4 4 4 9 " 16
1"
1"
1"
9/16" RADIUS CIRCLE
J
" 9
9
16"
16"
"
H
PAINTED WOOD TRIM, TYP
57 8" VIF
WOOD TRIM BOARD
+ 40'- 2 1/2 " T.O. FIN. COLUMN, TYP.
63 8"
FINISH WOOD BOARDS
63 8"
ALIGN
L
K
ELLIPTICAL CURVE
13 8"
9 16
9 16
J
1 " 21 " 2 4
1/4" GAP FOR DRIP
16"
16"
LEAD COATED COPPER FLASHING
3 " 4
9
13 8"
+ 41'- 10 " T.O. FIN. PORCH FLOOR
112" 213 " 11 " 2 16
112" 213 " 11 " 2 16 33 4"
1" PAINTED WOOD
57 8"
K
PAINTED WOOD EDGE TRIM & FASCIA (TO APPEAR AS ONE SOLID PIECE)
7
1'-75 8" VIF
16"
1 " 2
7
T.O. FIN. PORCH FLOOR
13 8"
57 8"
+ 41'- 10 "
318"
ALIGN
L
318"
6"
3 1/2" X 1 1/4" WOOD DECK ON 1 1/4" SLEEPERS ON ROOFING MEMBRANE SLOPED 1/4" PER FOOT - DRAIN THROUGH CAST IRON DOWNSPOUTS ON INTERIOR WALL CONFIRM LOCATIONS WITH ARCHITECT
1'-75 8" VIF
13 8"
+ 40'- 2 1/2 "
H
T.O. FIN. COLUMN, TYP.
ELLIPTICAL CURVE
13 4"
G
G
F
F
E
512"
13 4" TYP.
E
13 4" TYP.
WOOD BOARDS
512"
16"
C
3 32" 3 " 8
1 " 4
9
64" 17
9"
32" 9
1 " 32
64" 7 32"
R: 3/16"
7
9"
13 4" TYP.
B
16"
32"
212" TYP.
83 4"
212"
512"
PAINTED WOOD SOFFIT DETAIL
3
D
3 16" 16"
3
13 4" TYP.
C
9
417 32"
2"
D
212" TYP.
4 A-9.0
B
TRIM DETAIL BEYOND
A
84
COLUMN SECTION
1
2
3
4
5
6
7
8
9
10
11
12
13
14
A
N
N
1.
M
M
L
L
K
K
CHIMNEY ELEVATION
CHIMNEY ELEVATION
CHIMNEY ELEVATION
CHIMNEY ELEVATION
J
J
H
H SECOND FLOOR PLAN
SECOND FLOOR PLAN
FILING ENGINEER:
G
G
F
F
E
E
J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
1
No.
FIRST FLOOR PLAN
D
C
C
FIRE PLACE ELEVATION
1
LIVING ROOM CHIMNEY DETAILS
ISSUE FOR CHIMNEY CONSTRUCTION
06/19/2012
ISSUE
DATE
FIRST FLOOR PLAN
D
B
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
SECTION
FIRE PLACE ELEVATION
2
DINING ROOM CHIMNEY DETAILS
SECTION
B
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
CHIMNEY DETAILS Project No.
Date
M
RUNNING BOND
CORNER OF FULL BRICK TO MEET EDGES IN HERRINGBONE PATTERNS, TYP.
K
FULL BRICK - STRETCHER (ON EDGE)
5 J
6
FULL BRICK - SHINER (FLAT) HERRINGBONE PATTERN
TYPICAL WALL ELEVATION AT NORTH & SOUTH CORNERS
L
FULL BRICK - SHINER (FLAT) HERRINGBONE PATTERN
7
8
9
10
CORNER OF FULL BRICK TO MEET EDGES IN HERRINGBONE PATTERNS, TYP. FULL BRICK - STRETCHER (ON EDGE)
FULL BRICK - STRETCHER (ON EDGE)
PARTIAL BRICK - STRETCHER (ON EDGE)
11
12
13
FULL BRICK - SHINER (FLAT) HERRINGBONE PATTERN CORNER OF FULL BRICK TO MEET EDGES IN HERRINGBONE PATTERNS, TYP.
14
LEGEND N
RUNNING BOND
RUNNING BOND
H TYPICAL WALL ELEVATION AT EAST & WEST CORNERS
TYPICAL WALL ELEVATION
G
1
BRICK PATTERN - NORTH TERRACE 100
TYPICAL WALL ELEVATION AT NORTH & SOUTH CORNERS
F
RUNNING BOND
FULL BRICK - SHINER (FLAT) HERRINGBONE PATTERN
2
M
BRICK PATTERN - CORNER CONDITION WITH COLUMNS
3
BRICK PATTERN - MUD ROOM 110 & NORTH TERRACE 100 - INTERIOR CORNERS
L CORNER OF FULL BRICK TO MEET EDGES IN HERRINGBONE PATTERNS, TYP. FULL BRICK - STRETCHER (ON EDGE)
PARTIAL BRICK - STRETCHER (ON EDGE)
E
FULL BRICK - STRETCHER (ON EDGE)
K
FULL BRICK - SHINER (FLAT) HERRINGBONE PATTERN CORNER OF FULL BRICK TO MEET EDGES IN HERRINGBONE PATTERNS, TYP.
J
RUNNING BOND
D H TYPICAL WALL ELEVATION AT EAST & WEST CORNERS
FILING ENGINEER:
C 2
BRICK PATTERN - CORNER CONDITION WITH COLUMNS
BRICK PATTERN - MUD ROOM 110 & NORTH TERRACE 100 - INTERIOR CORNERS
G
J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220
86
10
9
11
13
12
14
1
3
2
5
4
6
7
8
10
9
11
13
12
14
1
LEGEND 112" TYP. 113 4" TYP.
112"
5
4
1'-1014"
7
8
3 GC-1.1
11
13
12
14
1
3
2
5
4
6
7
8
10
9
11
13
12
14
1
LEGEND
2'-23 4"
112"
1'-912"
2'-814"
10
9
112"
3'-614" 5"
2 GC-1.2
1'-014"
5"
6 112"
3'-812"
N
GENERAL NOTES: THE CABINET MAKER AND CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT.
1"
3 " 4
N
2'-1"
3
2
5
4
6
2'-412"
M
N
N
M
M
8
10
9
11
13
12
14
LEGEND N
GENERAL NOTES:
THE CABINET MAKER AND CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT.
N
THE CABINET MAKER AND CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT.
M
2'-07 8"
GENERAL NOTES: THE CABINET MAKER AND CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT.
9'-518"
M 618"
M
3 " TYP. 4
J
1
214"
OPEN SHELVING - ELEVATION
2
1 1/2"=1'-0"
K
K
J
J
OPEN SHELVING - ELEVATION 1 1/2"=1'-0"
25 8" 1"
STRIP LIGHTING - CJ LIGHTING #1114 SOCKETS 9"O.C TYP.
H
6'-512"
H
G
G
G
G
F
F
F
ISSUE FOR SHOP DRAWINGS
12/12/12
ISSUE
DATE
23 4"
2'-7"
3 " 4
112" 0"
E
1 1/2"=1'-0"
E 1
23 4" TYP.
6
LAUNDRY CABINETS - ELEVATION
No.
ISSUE FOR SHOP DRAWINGS
1
12/12/2012
ISSUE
SEE SPEC FOR SIZE AND CLEARANCES
PANTRY CABINETS-ELEVATION
2
1 1/2"=1'-0"
E
PANTRY CABINETS - SECTION 1 1/2"=1'-0"
CABINET FRAME BEYOND
E 1
DATE
No.
ISSUE FOR SHOP DRAWINGS
E
12/12/2012
ISSUE
E 1
DATE
No.
ISSUE FOR SHOP DRAWINGS
E
LINE OF FINISH FIRST FLOOR BEYOND
12/12/2012
ISSUE
1
DATE
1
STAIR BOOKCASE - ELEVATION
2
1 1/2"=1'-0"
STAIR BOOKCASE-SECTION
No.
ISSUE FOR SHOP DRAWINGS
12.12.2012
ISSUE
DATE
1 1/2"=1'-0"
LAUNDRY CABINETS - ELEVATION 1 1/2"=1'-0"
D
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
D
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
D
D
C
C
DERING HALL
1'-77 8"
D
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
D
12"
1'-73 8"
DERING HALL
D
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
D
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
ALIGN
316"
32" 114"
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
C
C
23 4" TYP.
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
C
C
112"
C
DRYER
WASHER
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
1'-114"
114"
COMPOSITE BACKSPLASH AND COUNTERTOP
C
Scale
3 " 8
3 " 8
2
1
2
3
4
3
4
5
6
7
5
6
7
8
9
10
11
12
13
14
GC-1.0
8
9
10
11
12
13
14
Copyright © 2012 STUDIO GEIGER
LEGEND N
12" CLEARANCE TYP.
N
3 " TYP. 4
M
3 " 4
3 " 8
18"
3 " 4
GENERAL NOTES: THE CABINET MAKER AND CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT.
23 4"
M
L
K
10"
3916"
L
K
316"
BUILT IN BED - PLAN SECTION 1 1/2"=1'-0"
J
18"
1
3 " 8
J
H
23 4"
3 " 4
H
6'-4"
FILING ENGINEER: J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
18"
G
G SECTION DETAIL - PANEL FULL SCALE
3 " 8
3'-4"
2
F
V.I.F
V.I.F
4"
3 " 4
E
612"
1116"
18"
F
E 1
No. 6'-7"
D
3
4
D
3'-3"
1'-0"
3 " 4
23 4"
ISSUE FOR SHOP DRAWINGS
12/12/2012
DATE
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
2 GC-1.5
MATTRESS
C
ISSUE
ELEVATION DETAIL - DRAWER PULL CUT OUT FULL SCALE
BUILT IN BED - ELEVATION 1 1/2"=1'-0"
C
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
12"
1'-10"
1'-1012"
2'-4"
10"
23 4"
B
B 2"
3 " 4
1" CLEARANCE
4 GC-1.5
3'-23 4"
5
2
GUEST HOUSE CABINETRY DRAWINGS Project No.
Date
CAD File No.
Scale
09JSC
12" CLEARANCE
A
FILE#
BUILT IN BED - ELEVATION
6
1 1/2"=1'-0"
3
4
5
6
7
8
9
A
BUILT IN BED - SECTION 1 1/2"=1'-0"
10
CABINETRY DRAWINGS
11
12
13
14
B
12/12/2012
AS NOTED
Drawing No.
12/12/2012
AS NOTED
Drawing No.
GC-1.5 Copyright © 2012 STUDIO GEIGER
3 " 8
Date
CAD File No.
09JSC
BRUSHED STAINLESS FOOT
5"
Project No.
FILE#
A SECTION DETAIL - LAUNDRY CABINET 6"=1'-0"
4
1
2
8
LAUNDRY CABINETS - PLAN
3
4
5
6
7
Project No.
Date
CAD File No.
Scale
09JSC
A
LAUNDRY CABINETS - SECTION DETAIL 6"=1'-0"
1 1/2"=1'-0"
8
9
10
11
12
13
14
B
GUEST HOUSE CABINETRY DRAWINGS FILE#
SEE SPEC FOR SIZE AND CLEARANCES
A
C
3 " 4
9'-5"
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
3 " 4
B
GUEST HOUSE CABINETRY DRAWINGS
BRUSHED STAINLESS FOOT
7
3 " 8
5"
B
SEE SPEC FOR SIZE AND CLEARANCES
1 1/2"=1'-0"
1
3 " TYP. 4
UTILITY SINK
ALIGN
LAUNDRY CABINETS - PLAN
3 " 4
3 " 4
REF/FREZ. STRUCTURE ABOVE
B
1'-012"
3
23 4" TYP.
C
1
F
STAIRS BEYOND
PAINTED CABINETRY, TYP. 116"
23 4"
2'-7"
5'-1014"
5
DERING HALL
D
OPEN
5"
3 " 4
E 1
No. PAINTED CABINETRY, TYP.
116"
J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
G
1'-514"
F 2'-23 4"
5"
3 " 4
3 " 4
F
LINE OF CABINETS ABOVE
6
FILING ENGINEER:
G
OPEN
F
116"
BRACING AT BACK AND SIDES
A
H 5 8"
6'-10 3'-23 4"
5"
E
116"
OPEN
116"
116"
3 "3 " 8 32
116"
J
3'-518"
H
FILING ENGINEER: J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
1"
2'-312"
3'-0"
23 4"
3 " 4
5" 23 4"
1 1/2"=1'-0"
H
FILING ENGINEER: J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
3 " 4
G
1" 3 " 4
LAUNDRY CABINETS - ELEVATION
H
FILING ENGINEER: J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
COMPOSITE COUNTERTOP
F
COMPOSITE COUNTERTOP
D
K
5'-514"
3 GC-1.2
6"=1'-0"
3" TYP.
23 4"
3 " 4 1"
3 " 4 1"
F
1 1/2"=1'-0"
5'-27 8"
H
OPEN SHELVING - SECTION
3 " 4
1'-73 4"
SECTION DETAIL - LAUNDRY CABINET 6"=1'-0"
3 " 4
5
2'-214"
BRACKET SPEC TBD
MEDIA UNIT-PLAN
OPEN
3
G
2'-1114"
G
3'-0" 5"
3
23 4" TYP.
23 4"
J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
BRACING AT SIDES
3 " TYP. 4
214"
17 8"
3'-0"
2'-1114"
2'-812"
FILING ENGINEER:
1"
STRIP LIGHTING - CJ LIGHTING #1114 SOCKETS 9"O.C TYP. BRACING AT BACK
23 4"
1 1/2"=1'-0"
J
812" 2'-012"
H
5'-63 4"
112"
6'-43 4"
112"
1 1/2"=1'-0"
3 " 4
H
OPEN
LAUNDRY CABINETS - ELEVATION
K
J
2 GC-1.3
8'-6"
3 " 4
112"
3 " 4 1"
H
2'-212"
K
L
OPEN
OPEN SHELVING - PLAN
3 " 4
4
J
7'-27 8"
4- ADJUSTABLE SHELVES ON STAINLESS STEEL SPOONS
1
EQ. 17 8"
EQ.
112"
4
E
K
J
L
112" TYP.
11 3/4"
3 " 4
EQ.
COMPOSITE COUNTERTOP AND BACKSPLASH
23 4"
K
L
1"
2'-6" 2'-818"
F
L
3 " 4
LAUNDRY CABINETS - ELEVATION 1 1/2"=1'-0"
3 " 4
2'-4 1/2"
112"
2
1 1/2"=1'-0"
J
G
L
2'-6"
K
J
OPEN
1'-73 8"
K
316"
1- ADJUSTABLE SHELF ON STAINLESS STEEL SPOONS
LAUNDRY CABINETS - ELEVATION
1
L
3"
1'-77 8"
K
L
3 " 4
L
5"
L
2'-4 1/2"
3 " 8
L
25 8"
3
32"
112"
5"
11 3/4"
OPEN
7
LEGEND
GENERAL NOTES:
SIM.
112"
M
3 " 4
3"
2'-412"
112"
3" TYP.
112"
N
1'-2"
112" TYP.
3
2
LEGEND
M
1'-2"
7'-1012"
N
GENERAL NOTES: THE CABINET MAKER AND CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT.
M
112" TYP.
N
1'-2"
3 " 4
8
112"
3 " 4
7
3'-33 4"
1'-412"
6
112"
3'-33 4"
112"
5
4
1'-2"
112"
514"
3
2
1'-314"
1
N
M
B
12/12/2012
GC-1.1 Copyright © 2012 STUDIO GEIGER
Project No.
Date
CAD File No.
Scale
FILE#
1 GC-1.2
A 3
1
2
A
PANTRY CABINETS-PLAN 1 1/2"=1'-0"
3
4
5
6
7
8
9
10
11
12
13
14
B
GUEST HOUSE CABINETRY DRAWINGS 09JSC
AS NOTED
Drawing No.
B
2
12/12/2012
MEDIA UNIT-ELEVATION
3
1 1/2"=1'-0"
1 1/2"=1'-0"
Drawing No.
GC-1.2 Copyright © 2012 STUDIO GEIGER
MEDIA UNIT- SECTION
4
1 1/2"=1'-0"
FULL SCALE
2
3
4
5
6
7
8
9
10
11
12
13
14
B
B 1 GC-1.4
Project No.
Date
CAD File No.
Scale
FILE#
A
1
GUEST HOUSE CABINETRY DRAWINGS 09JSC
MEDIA UNIT- CABINET DOOR DETAIL
A
12/12/2012
GC-1.3 Copyright © 2012 STUDIO GEIGER
GUEST HOUSE CABINETRY DRAWINGS Project No.
Date
CAD File No.
Scale
09JSC
AS NOTED
Drawing No.
FILE#
A 3
1
2
A
STAIR BOOKCASE-PLAN 1 1/2"=1'-0"
3
4
5
6
7
8
9
10
11
12
13
14
12/12/2012
1 1/2"=1'-0"
Drawing No.
GC-1.4 Copyright © 2012 STUDIO GEIGER
1
3
2
5
4
6
7
8
10
9
11
13
12
14
N
3 " 4
9'-518"
M 618"
3 " TYP. 4
2'-6"
L
7'-27 8"
112" TYP.
2'-214"
K 812"
BRACKET SPEC TBD
5'-514"
J
5'-27 8"
3'-518"
H
5 8"
10
6'-
3'-23 4"
3 " 4
G
1'-514" 2'-23 4"
F
STAIRS BEYOND
E
LINE OF FINISH FIRST FLOOR BEYOND
1
STAIR BOOKCASE - ELEVATION
2
1 1/2"=1'-0"
STAIR BOOKCASE-SECTION 1 1/2"=1'-0"
1'-114"
3 " 4
3 " 4
9'-5"
3 " 4
C
1'-012"
D
B 1 GC-1.4
88
A 3
1
2
STAIR BOOKCASE-PLAN 1 1/2"=1'-0"
3
4
5
6
7
8
9
10
11
12
13
14
1
3
2 112"
5
4
1'-1014"
7
8
14
LEGEND
2'-23 4" 1"
N
2'-1"
GENERAL NOTES:
SIM.
THE CABINET MAKER AND CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT.
1'-412"
112"
514"
OPEN
M
2'-07 8"
5"
112"
5"
1'-314"
13
12 3 " 4
3 " 4
3 GC-1.1
11
112"
1'-912"
2'-814"
10
9
112"
3'-614" 5"
2 GC-1.2
1'-014"
5"
6 112"
3'-812"
L
3 " 4
OPEN
K
4- ADJUSTABLE SHELVES ON STAINLESS STEEL SPOONS
8'-6"
J 6'-512"
5'-63 4"
6'-43 4"
OPEN
H OPEN 3 GC-1.2
FILING ENGINEER: J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
G OPEN
5"
112" 0"
3 " 4
5"
F
1
SEE SPEC FOR SIZE AND CLEARANCES
PANTRY CABINETS-ELEVATION
2
1 1/2"=1'-0"
E
PANTRY CABINETS - SECTION 1 1/2"=1'-0"
1
No.
D
C
ISSUE FOR SHOP DRAWINGS
12/12/2012
ISSUE
DATE
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
REF/FREZ.
B
GUEST HOUSE CABINETRY DRAWINGS Project No.
Date
CAD File No.
Scale
09JSC
FILE#
1 GC-1.2
3
1
2
A
PANTRY CABINETS-PLAN 1 1/2"=1'-0"
3
4
5
6
7
8
9
10
11
12
13
14
12/12/2012
1 1/2"=1'-0"
Drawing No.
GC-1.2 Copyright © 2012 STUDIO GEIGER
113 4" TYP.
8
6
7
1'-2" 112" TYP.
1'-2" 1'-2"
N
GENERAL NOTES:
GENERAL NOTES:
11 3/4"
11 3/4"
11 3/4"
OPEN SHELVING - ELEVATION
112"
3 " 4 1"
1"
1" 1"
3 " 4
23 4"
2'-7"
2'-7"
23 4"
2'-7"
5'-1014"
1 " 16
1 " 16
5
LAUNDRY CABINETS - ELEVATION
6
1 1/2"=1'-0"
LAUNDRY CABINETS - ELEVATION
6
1 1/2"=1'-0" LAUNDRY CABINETS - ELEVATION 6 1 1/2"=1'-0"
D
16"
C
23 4" TYP.
5"
B
LAUNDRY CABINETS - PLAN 1 1/2"=1'-0" LAUNDRY CABINETS - PLAN 4 1 1/2"=1'-0"
3
2
4
3
5
4
6
5
7
8
6
8
7
9
8
10
9
B
3 " 8
SEE SPEC FOR SIZE AND CLEARANCES SEE SPEC FOR SIZE AND CLEARANCES
1 1/2"=1'-0"
2'-4 1/2" 16"
11
LAUNDRY CABINETS - SECTION DETAIL
12
11
13
12
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 1133 BROADWAY SUITE 923 NEW YORK NY 10010 212 620 0050 facsimile 212 937 3354 telephone 212 620 0050 212YORK 937 3354 1133 BROADWAY SUITEfacsimile 923 NEW NY 10010 telephone 212 620 0050 facsimile 212 937 3354
B GUEST HOUSE GUEST HOUSE CABINETRY DRAWINGS GUEST HOUSE CABINETRY DRAWINGS Date Project No. 09JSC 12/12/2012 CABINETRY DRAWINGS Date Project No. BRUSHED STAINLESS FOOT
09JSC
Project No. CAD File No. 09JSC
A
6"=1'-0"
6"=1'-0" LAUNDRY CABINETS - SECTION DETAIL 8 6"=1'-0"
10
DERING HALL
DERINGDHALL DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY,ROAD 11965 5 WINTHROP SHELTER ISLAND, NY, 11965
A
LAUNDRY CABINETS - SECTION DETAIL
8
DATE
DATE
3 " 8
3 " 8
3 " 8
5"
5"
BRUSHED STAINLESS FOOT BRUSHED STAINLESS FOOT
3 " 8
SEE SPEC FOR SIZE AND CLEARANCES
3
12/12/2012
12/12/2012 DATE
3 " 8
3 " TYP. 4
UTILITY SINK
3 " TYP. 4
UTILITY SINK
UTILITY SINK
ISSUE FOR SHOP DRAWINGS 12/12/2012
ISSUE
ISSUE
C
C
3 " TYP. 4
23 4" TYP.
B
D
No.
1 ISSUEISSUE FOR SHOP DRAWINGS
16"
TYP.
4
ISSUE FOR SHOP DRAWINGS
1 1/2"=1'-0"
3
LAUNDRY CABINETS - PLAN
1
1
No.
LAUNDRY CABINETS - ELEVATION
3
A
E
E
No.
23 4" TYP.
1 1/2"=1'-0" LAUNDRY CABINETS - ELEVATION 5 1 1/2"=1'-0"
C
E
1
16" 23 4" TYP.
23 4" TYP.
3 "3 " 8 32
LAUNDRY CABINETS - ELEVATION
23 4"
2'-7"
23 4"
F
1 " 16
PAINTED CABINETRY, TYP.
PAINTED CABINETRY, PAINTED TYP. CABINETRY, TYP.
OPEN
3 "3 " 8 32
5'-1014"
23 4"
5'-1014"
F
1 " 16
3 "3 " 8 32
2'-7"
F
3 " 4 1 " 16
23 4"
5" 23 4"
2'-7"
G
FILING ENGINEER: FILING ENGINEER: J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE J.R. HOLZMACHER, FILING P.E. LLCENGINEER: / Michael C. Simon, PE300 Wheeler Road Suite 402 300 Wheeler P.E. RoadLLC Suite 402 J.R. HOLZMACHER, / Michael C. Simon, PE Hauppauge, NY 11788 G Hauppauge, NY 11788 300 Wheeler Road Suite 402 Tel. 631-234-2220 Tel. 631-234-2220 Hauppauge, NY 11788 Fax 631-234-2221 Fax Tel. 631-234-2221 631-234-2220 Fax 631-234-2221
1 " 16
OPEN
5"
E
1 " 16
OPEN
5"
5"
3 " 4
23 4"
23 4"
1 " 16
25 8"
25 8" 25 8"
G
COMPOSITE COUNTERTOP
COMPOSITE COUNTERTOP COMPOSITE COUNTERTOP
3 " 4
3 " 4
F
6"=1'-0"
3 " 4
3 " 4
H
H
OPEN SHELVING - SECTION
6"=1'-0" OPEN SHELVING - SECTION 3 6"=1'-0"
3 " 4
2'-312"
3'-0"
3'-0"
2'-312"
3'-0" 2'-31 " 2
3
H
1"
3
OPEN SHELVING - SECTION
J
J
1"
STRIP 1" LIGHTING - CJ LIGHTING #1114 SOCKETS 9"O.C TYP.
STRIP LIGHTING - CJ LIGHTING #1114 SOCKETS 9"O.C TYP. STRIP LIGHTING - CJ LIGHTING #1114 SOCKETS 9"O.C TYP.
1'-73 4"
1'-73 4"
2'-1114"
17 8"
2'-012"
2'-012"
K
3 " 4
3 " 4
2'-012"
3 " 4
23 4"
3 " 4 1"
3 " 4 1"
3" TYP.
3" TYP.
3" TYP.
3 " TYP. 4
23 4" TYP.
3 " 4 1"
23 4" TYP.
23 4"
J
17 8"
112"
3 " 4
1 1 1/2"=1'-0" 1 2"
EQ.
112"
K
11 3/4"
11 3/4"
11 3/4"
K
3 " 4
3 " 4
OPEN SHELVING - PLAN
EQ.
EQ. 112"
L
L
1 1/2"=1'-0"
17 8"
112"
M
M
2'-4 1/2"
2
1 1/2"=1'-0" OPEN SHELVING - ELEVATION 2 1 1/2"=1'-0"
3 " 4
1
N
112"
OPEN SHELVING - ELEVATION
1'-73 4"
2
LEGEND
GENERAL NOTES:
112"
2'-412"
2'-412"
M
3 " 4
23 4"
112"
G
4
14
LEGEND LEGEND
THEALL CABINET MAKER AND CONTRACTOR SHALL VERIFY ALL THE CABINET MAKER AND CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING THE CABINET MAKER AND CONTRACTOR SHALL VERIFY ALLSHALL REPORT ANY DISCREPANCIES BETWEEN WORK, AND WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD PRIOR TO DRAWINGS COMMENCING AND FIELD CONDITIONS TO THE ARCHITECT. DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT.
3 " 4
3 " 4
23 4"
4
2
1 1/2"=1'-0" OPEN SHELVING - PLAN 4 1 1/2"=1'-0"
3'-0"
N
3 " 4
EQ.
EQ.
OPEN SHELVING - PLAN 11 "
23 4" TYP.
13
14
1'-2"
2'-4 1/2"
2
1 1/2"=1'-0"
H
3 " TYP. 4
14
12
1'-2"
2'-412"
OPEN SHELVING - ELEVATION
EQ.
EQ. 112"
112"
5
13
3 " 4
EQ.
D
13
11
12
3 " 4
J
3 " 4
12
3 " 4
3 " 4
3 " 4
3 " 4
EQ.
3 " 4
10
11
1'-2"
112" TYP.
1
1 1/2"=1'-0" OPEN SHELVING - ELEVATION 1 1 1/2"=1'-0"
K
3 " TYP. 4
11
9
10
L
OPEN SHELVING - ELEVATION
1
23 4"
10
8
9
25 8"
L
4"
9
7
8
112" TYP.
2'-412"
M 112" TYP.
112" TYP.
112" TYP.
7
5
6
7'-1012"
7'-1012"
YP.
4
6
4
5
7'-1012"
N
112"
5
3
4
112"
4
2
3
112" TYP.
3
1
2
112" TYP.
2
14
13
FILE#
CAD File No. Drawing No. FILE#
A
12/12/2012 Date 12/12/2012 ASScale NOTED AS NOTED
Scale
Drawing No.
14
GC-1.1 GC-1.1
Copyright © 2012 STUDIO GEIGER
CAD File No.
FILE#
Scale
AS NOTED
Drawing No.
GC-1.1 Copyright © 2012 STUDIO GEIGER
90
1
GROUT SIZE / TILE SPACING TO BE MINIMAL COLOR TO BE CONFIRMED WITH ARCHITECT.
M
9
12
13
1
14
3/4"
3
2
5
4
6
7
8
10
9
1 16".
1
3
2
5
4
6
7
8
516"
M
5 A-5.1
5 A-5.1
SIM.
SIM.
14" 18"
GENERAL NOTES:
5 A-5.1
5 A-5.1
SIM.
SIM.
212"
4"
3
K
K
J
J
2 A-5.1
3"
RISER
7
33 4"
8"
1.
23 4"
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
M SOLID WOOD TREAD
L
K
K
J
J
2 A-5.1
WOOD BALUSTER MORTISE AND TENON TO TREAD
8"
214"
PAINTED WOOD RISER
8"
L
LINE OF RISER BELOW
3"
LINE OF TREAD ABOVE
L
18"
516" 14" 1116"
7
NATURAL SOLID WOOD BALUSTER
RISER
7
33 4"
8"
WOOD BALUSTER MORTISE AND TENON TO TREAD
8"
K
318"
LINE OF CASING ABOVE
14" 18"
3
3 116"
R=314" 18"
516" 14"
7
NATURAL SOLID WOOD BALUSTER
INTERIOR DOOR LINE OF CASING ABOVE
114"
LINE OF TREAD ABOVE
1116"
4"
LINE OF CASING BEYOND
3/4"
214"
LINE OF RISER BELOW
3
L
4 A-5.1
PAINTED WOOD RISER
8"
L
TONGUE OF RISER SET IN GROOVE OF TREAD
3'-5"
ALIGN
3
14
N
3716" 516"
M
318"
EQ.
4"
13
12
CL
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
M SOLID WOOD TREAD
13 8"
J
4 A-5.1
DOOR CASING
11
N 1.
23 4"
8"
K
J
TONGUE OF RISER SET IN GROOVE OF TREAD
3
K
DOOR CASING
10
9
LEGEND
N CL 3716"
GROUT
3'-5"
4"
312"
112"
112"
4"
118"
4"
312" 6 A-5.1
1116"
5 A-5.1
118"
112"
112"
4"
118"
4"
H
H
H
6" = 1'-0"
716" 516"
H
18"
MAIN HOUSE STAIR - PLAN
18"
SCALE: 1/2"=1'-0"
J
8" 18"
SCALE: 6"=1'-0"
H
716" 516"
1
H
18"
MAIN HOUSE STAIR - PLAN
18"
SCALE: 1/2"=1'-0"
3
4"
1
4"
H
14"
NOTE ALIGNMENT WITH V-GROOVE, TYP.
3
H 14"
H
TREAD AND BALUSTER - PLAN DETAIL
4"
212"
4"
2
3
SCALE: 6"=1'-0"
14" 7
2716"
TREAD AND BALUSTER - PLAN DETAIL
18"
2
8" 18"
3 AG-5.0
1116"
2316"
2716"
1"
11" VIF
14" 7
6"=1'-0"
8"
1116"
2316"
18"
118"
18"
1116"
5 A-5.1
116"
6 A-5.1
INTERIOR SOLID WOOD DOOR
1"
PLAN DETAIL - BATHROOM NICHE 6"=1'-0"
18"
1
BASEBOARD BELOW
116"
WOOD BOARDS
3
3 6 AG-5.0
WOOD BOARDS ON CEILING
14
GENERAL NOTES:
GROUT SIZE / TILE SPACING TO BE MINIMAL COLOR TO BE CONFIRMED WITH ARCHITECT.
PLAN DETAIL - TILE TO BOARD TRANSITION
7
H
13
12
LEGEND
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
11" VIF
112"
11
N
GENERAL NOTES: 1.
M
WOOD BOARDS ON WALL
12"
4"
18"
ALIGN
63 8" VIF
112"
11
4"
L
EQ.
3
3
TILE
J
10
WOOD BOARDS ON WALL
3
PAINTED WOOD
L
3
18"
8
DOOR CASING
12"
J
6"
K
J
4" 1/2"
K
PAINTED WOOD BOARD
3 " 4
7
WOOD BOARDS ON WALL
3/4"
32"
L
6"=1'-0"
14"12" 6"=1'-0"
6
N 3/4"
GROUT
312"
316" 9
1 16".
9
L
TYPICAL CORNER WITH PANELING - JAMB DETAIL/HEAD DETAIL (SIM.)
1
5
4
LEGEND
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
3
V-GROOVE BOARD DETAIL - FOR WALLS / CEILING
6
K
3
2
N
GENERAL NOTES: 1.
916"
N
R=4 3 4"
14
116"
13
13 8"
12
916"
11
8"
10
116"
9
114"
8
M STUD WALL
R=314"
7
M
18"
6
PLYWOOD OR GYP. BOARD
GROUT
32"
64" 316" 5 3 " 4
32" 7 64" 17
1 16".
14"
14"
7/8"
L
GROUT SIZE / TILE SPACING TO BE MINIMAL COLOR TO BE CONFIRMED WITH ARCHITECT.
R=4 3 4"
5
4
LEGEND
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
2.
116"
3
2
N
GENERAL NOTES: 1.
M
18"
1
LEGEND N
316"
R: 3/16"
ALIGN
14
14"
712"
3"
13
12
14"
4"
11
3
10
9
12"
8
3"
7
12"
6
3/4"
4"
5
4
8"
18"
3
3
2
3"
1
N
M
STAIR CORNER - HEAD DETAIL
4
G
FILING ENGINEER:
FILING ENGINEER:
J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
G
G
G
G
G
3/4"
WOOD BOARDS ON WALL
3
G
6"=1'-0"
3"
4
5
6
1
2
3
4
5
6
A
ELEVATION DETAIL - TILE TO BOARD TRANSITION
Scale
B
B
A
A
7
8
9
10
11
12
7
8
9
10
11
12
13
AG-5.0
14
13
01/02/2013
Copyright © 2012 STUDIO GEIGER
14
LEGEND N GENERAL NOTES: 1.
WOOD BALUSTER MORTISE AND TENON TO TREAD
3 " 1 4
3
2
SOLID WOOD TREAD
NATURAL SOLID WOOD
1 2"
A-5.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
M
3
R=
5"
PAINTED WOOD
3 8"
8"
18" 114"
1 " 7 4
L
5
L
3 18" 8" 8" PAINTED WOOD
3
3
R=
8"
8"
18"
114"
1 " 4 2
K 714" VIF
5"
K
3 18" 8" 8"
512"
5
J R=1"
1
"
4 R=
12" 18"
J
12"
18"
25 8"
18" 12"
12"
1'-43 4"
H 2
RISER AND TREAD - SECTION DETAIL
3
SCALE: 6"=1'-0"
STRINGER AND TREAD AT LANDING - SECTION DETAIL
FILING ENGINEER:
SCALE: 6"=1'-0"
FACE STRINGER - ELEVATION DETAIL
J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
SCALE: 6"=1'-0"
G
G
F
F R=7
1 2"
614"
112"
NATURAL SOLID WOOD
E
E 812"
1
No.
1'-03 4"
NATURAL SOLID WOOD
D
812"
PAINTED WOOD, TYP.
C
ALIGN
B
5
4
A
1
FIRST FLOOR HANDRAIL RAMP - ELEVATION DETAIL
B
SCALE: 6"=1'-0"
6
NEWEL POST - ELEVATION DETAIL
LANDING HANDRAIL RAMP - ELEVATION DETAIL
7
SCALE: 3"=1'-0"
01/28/2013
DATE
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
4
5
6
7
INTERIOR DETAILS
8
9
10
11
12
MH INTERIOR DETAILSSTAIR DETAILS 09JSC
SCALE: 3"=1'-0"
CAD File No.
FILE#
A
3
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
Project No.
LANDING HANDRAIL RAMP - ELEVATION DETAIL
SCALE: 3"=1'-0"
2
ISSUE FOR STAIR SHOP DRAWINGS
ISSUE
8"
112"
C
7
8"
1 " R=2 2
112"
D
7
J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
G
13
14
Date
01/28/2013
Scale
AS NOTED
Drawing No.
A-5.2 Copyright © 2013 STUDIO GEIGER
Scale
FILE#
1
2
3
4
5
6
7
8
9
10
11
12
13
14
NATURAL SOLID WOOD HAND RAIL
AG-5.1 Copyright © 2012 STUDIO GEIGER
6" = 1'-0"
3
4
118"
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
C
312"
NATURAL SOLID WOOD HAND RAIL
5
6
7
A
6" = 1'-0"
Scale
3 8" ALIGN
118"
8
9
10
11
12
13
14
FIRST FLOOR NEWEL POST - PLAN DETAIL
5
SCALE: 6"=1'-0"
LANDING NEWEL POST A - PLAN DETAIL
LANDING NEWEL POST B - PLAN DETAIL
6
SCALE: 6"=1'-0"
7
SCALE: 6"=1'-0"
09JSC
CAD File No.
SCALE: 6"=1'-0"
FILE#
A
1
2
3
4
5
6
7
8
9
10
11
12
13
14
B
MH INTERIOR DETAILSSTAIR DETAILS Project No.
TREAD, STRINGER, PANEL - SECTION DETAIL
A
AG-7.4 Copyright © 2013 STUDIO GEIGER
D
ISSUE FOR STAIR SHOP DRAWINGS
01/28/2013
ISSUE
DATE
DERING HALL
1014"
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
8"
312"
NATURAL SOLID WOOD HAND RAIL
C
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
14" 12"
B
NATURAL SOLID WOOD NEWEL POST
4
No.
316" 118"
512"
LINE OF RISER BELOW
LINE OF RISER BELOW
NATURAL SOLID WOOD NEWEL POST
HANDRAIL
01/02/2013
AS NOTED
Drawing No.
1
214"
18" 13 4"
LINE OF TREAD
ALIGN ALIGN
1014"
ALIGN
8"
118"
3"
4"
18"
E
512"
LINE OF TREAD
3
212"
ALIGN
512"
118"
D
Copyright © 2013 STUDIO GEIGER
B
NATURAL SOLID WOOD NEWEL POST
01/28/2013
4
AS NOTED
A-5.1
NATURAL SOLID WOOD NEWEL POST
HANDRAIL
Date
Scale
Drawing No.
14"12"
1 16" 8"
Date
CAD File No.
09JSC
2
LINE OF RISER BELOW
NATURAL SOLID WOOD HAND RAIL NATURAL SOLID WOOD HAND RAIL
DATE
14" 12"
Project No.
FILE#
FULL SCALE
1
01/28/2013
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
8"
312"
512"
C
LINE OF RISER BELOW
B
B
6"=1'-0"
A
ISSUE FOR STAIR SHOP DRAWINGS
ISSUE
512"
3 8" 118"
ALIGN
D
512"
312"
NATURAL SOLID WOOD HAND RAIL
312"
118"
C 1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
LINE OF RISER BELOW
4"
C
8"
312"
NATURAL SOLID WOOD NEWEL POST
E 1
No.
316" 118"
ALIGN ALIGN
5
ALIGN
214"
LINE OF TREAD
3"
118"
18" 13 4"
4"
18"
E
512"
LINE OF TREAD
8"
ALIGN
D
14"12"
SOLID WOOD DOOR
LINE OF RISER BELOW
NATURAL SOLID WOOD HAND RAIL
512"
118" 512"
4"
3/4"
316" 316" 5 " 8
01/02/2013
Drawing No.
F
LINE OF RISER BELOW
312"
312"
NATURAL SOLID WOOD HAND RAIL
DATE
INTERIOR DOOR DETAILS Date
CAD File No.
LINE OF TREAD
3
212"
C
B
Project No.
09JSC
AS NOTED
Drawing No.
FULL SCALE
N
M
01/02/2013
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
512"
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
316" 316" Date
CAD File No.
FILE#
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 3
D
GH INTERIOR DETAILS
Project No.
09JSC
2
ISSUE FOR GH INTERIOR DETAILS
ISSUE
4"
312"
C
GH INTERIOR DETAILS
3"=1'-0"
8
1
3
13 4"
5"
B
STAIR CORNER - JAMB DETAIL
5
No.
4"
4"
18"
C
5" BASEBOARD
TYPICAL BASE BOARD DETAIL. 6"=1'-0"
3
6" = 1'-0"
116"
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
F
3 LINE OF CASING BEYOND
D
NATURAL SOLID WOOD NEWEL POST
E
E
EQ.
1
DATE
6" = 1'-0"
1"
C
B
A
1
FILING ENGINEER:
SCALE: 6"=1'-0"
512"
118"
F
LINE OF RISER BELOW
312"
EQ.
01/02/2013
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
SECTION DETAIL - BATHROOM NICHE
3
D 3
4"
PAINTED WOOD BOARD
ELEVATION DETAIL - BATHROOM NICHE 6"=1'-0"
3
ISSUE FOR GH INTERIOR DETAILS
ISSUE
STUD WALL
D
12"
No.
NOTE ALIGNMENT WITH V-GROOVE, TYP.
4"
E 1
DATE
2
PLYWOOD V.I.F
3
E
01/02/2013
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
LINE OF TREAD
3"
712"
ISSUE FOR GH INTERIOR DETAILS
ISSUE
D
C
6"
E 1
No.
3 " 4
F
F
12"
E
4"
NOTE RELATIONSHIP BETWEEN V-GROOVE BOARD AND BASEBOARD, TYP. SEE INTERIOR ELEVATIONS
DOOR CASING
F
3"
3 V- GROOVE WOOD BOARDS
12"
4"
3
E
H
G
12" 14"
NEWEL CAP AND HANDRAIL - SECTION DETAIL
4"
F
12"
F 3
3
G
3
512"
118"
F
1"
3/4"
J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
WOOD BOARD
F
D
SCALE: 6"=1'-0"
112"
1"
FILING ENGINEER:
12" 14"
NEWEL CAP AND HANDRAIL - SECTION DETAIL
LINE OF WALL BEYOND
TYPICAL CEILING DETAIL FOR PANELED CEILNG
2
112"
1"
FILING ENGINEER: J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
3"=1'-0"
WOOD BOARDS ON WALL
FIRST FLOOR NEWEL POST - PLAN DETAIL
5
SCALE: 6"=1'-0"
LANDING NEWEL POST A - PLAN DETAIL
LANDING NEWEL POST B - PLAN DETAIL
6
SCALE: 6"=1'-0"
7
SCALE: 6"=1'-0"
09JSC
CAD File No.
SCALE: 6"=1'-0"
FILE#
A
1
2
3
4
5
6
7
8
9
10
11
12
13
MH INTERIOR DETAILSSTAIR DETAILS Project No.
TREAD, STRINGER, PANEL - SECTION DETAIL
A
14
Date
01/28/2013
Scale
AS NOTED
Drawing No.
A-5.1 Copyright © 2013 STUDIO GEIGER
1
3
2
5
4
6
7
8
10
9
11
13
12
14
LEG N
N
8"
M
1 " 4
712"
3/4"
3
16"
32" 9
5
16" 3
32"
R: 3/16"
17
1 " 4
1 " 4
7/8"
L
9
64"
32"
7
3 " 4
M
1 " 4
64" 3 16"
1 " 8
1 " 8
6
K
6"=1'-0"
K
3 " 4
1 "1 " 4 2
TYPICAL CORNER WITH PANELING - JAMB DETAIL/HEAD DETAIL (SIM.)
1 " 2
1 " 8
3/4"
6"=1'-0"
3 " 4
1
L
V-GROOVE BOARD DETAIL - FOR WALLS / CEILING
TILE
ALIGN
3 " 8 112"
PLAN DETAIL - TILE TO BOARD TRANSITION 6"=1'-0"
3 " 4
6 AG-5.0
WOOD BOARDS ON CEILING
BASEBOARD BELOW
J 7
H
WOOD BOARDS
63 8" VIF
112"
J
H 4
STAIR CORNER - HEAD DETAIL 3"=1'-0"
J.R.
WOOD BOARDS ON WALL
G
G
2
TYPICAL CEILING DETAIL FOR PANELED CEILNG 6"=1'-0"
F
F
1"
E
E
3 " 4 V- GROOVE WOOD BOARDS 712"
3 " 4
3/4"
D
1 " 2
1
I
No.
I
D NOTE RELATIONSHIP BETWEEN V-GROOVE BOARD AND BASEBOARD, TYP. SEE INTERIOR ELEVATIONS
1 " 8
PLYWOOD V.I.F
C
C
5" BASEBOARD
B
5"
B
3
TYPICAL BASE BOARD DETAIL. 6"=1'-0"
5
A
STAIR CORNER - JAMB DETAIL 3"=1'-0"
8
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 1
2
3
4
5
6
7
8
9
10
11
92
ELEVATION DETAIL - TILE TO BOARD TRANSITION FULL SCALE
12
13
14
A
1
1
3
2
5
4
6
7
8
10
9
11
13
12
14
LEGEND N
N
GENERAL NOTES: CL R=4 3 4"
1.
37 16" 5
LINE OF RISER BELOW
3"
23 4"
M SOLID WOOD TREAD
LINE OF TREAD ABOVE
R=314" 5 1" " 16 4
PAINTED WOOD RISER
1 " 8
L
13 8"
2 A-5.1
3 " 8
L
214"
TONGUE OF RISER SET IN GROOVE OF TREAD
3'-5" 4 A-5.1
1 " 1 " 4 8
16"
1 " 16
9
16"
SIM.
1 " 8
5 A-5.1
SIM.
3 " 1 " 8 16
5 A-5.1
114"
M
11 " 16 NATURAL SOLID WOOD BALUSTER
33 4"
7 " 8
RISER
WOOD BALUSTER MORTISE AND TENON TO TREAD
7 " 8
K 318"
ALIGN
K
312"
112"
112"
4"
118"
4"
J
27 16"
11" VIF
TREAD AND BALUSTER - PLAN DETAIL
1 " 7 " 4 8 1 " 8
2
SCALE: 6"=1'-0"
H
7 5" " 16 16
1 " 8
MAIN HOUSE STAIR - PLAN
112"
1"
G
SCALE: 6"=1'-0"
F
LINE OF RISER BELOW
NATURAL SOLID WOOD HAND RAIL
E
512"
118"
LINE OF TREAD
118"
118"
3
1
No.
16"
D
DATE
DERING HALL
5 WINTHROP ROAD SHELTER ISLAND, NY, 11965
1014" NATURAL SOLID WOOD HAND RAIL
C
1 "1 " 4 2
NATURAL SOLID WOOD NEWEL POST
HANDRAIL
B
NATURAL SOLID WOOD NEWEL POST
FIRST FLOOR NEWEL POST - PLAN DETAIL
5
SCALE: 6"=1'-0"
LANDING NEWEL POST A - PLAN DETAIL
LANDING NEWEL POST B - PLAN DETAIL
6
SCALE: 6"=1'-0"
7
SCALE: 6"=1'-0"
TREAD, STRINGER, PANEL - SECTION DETAIL
1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
3
4
5
6
7
8
9
10
11
12
13
Project No.
Date
CAD File No.
Scale
FILE#
A
2
MH INTERIOR DETAILSSTAIR DETAILS 09JSC
SCALE: 6"=1'-0"
A
1
01/28/2013
1 "1 " 4 2
LINE OF RISER BELOW
4
ISSUE FOR STAIR SHOP DRAWINGS
ISSUE
8"
512"
LINE OF RISER BELOW
312"
ALIGN
ALIGN
512"
312"
4"
312"
118"
LINE OF TREAD
512"
C
NATURAL SOLID WOOD HAND RAIL
ALIGN
ALIGN
512"
3 8"
3"
4"
1 " 8
214"
ALIGN
NATURAL SOLID WOOD HAND RAIL
3 " 1 " 13 4" 8 8
212"
312"
312"
NATURAL SOLID WOOD NEWEL POST
118"
B
J.R. HOLZMACHER, P.E. LLC / Michael C. Simon, PE 300 Wheeler Road Suite 402 Hauppauge, NY 11788 Tel. 631-234-2220 Fax 631-234-2221
G
LINE OF RISER BELOW
E
D
FILING ENGINEER:
1 "1 " 2 4
NEWEL CAP AND HANDRAIL - SECTION DETAIL
512"
118" LINE OF TREAD
H
3 " 4
1 " 8
SCALE: 1/2"=1'-0"
3
F
11 " 16
1 " 8
118"
J
1
23 16"
11 " 16
5 A-5.1
1 " 1 " 1" 16 8
6 A-5.1
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE DESIGNER.
14
01/28/2013
AS NOTED
Drawing No.
A-5.1 Copyright © 2013 STUDIO GEIGER
R=4 3 4"
CL 37 16" 16"
1 " 1 " 4 8
23 4"
1 " 16
R=314"
SOLID WOOD TREAD
PAINTED WOOD RISER
1 " 8 5 1" " 16 4
1 " 8
13 8"
3 " 1 " 8 16 114" 3 " 8
16" 9 214"
5
11 " 16 7 " 8
33 4"
7 " 8
WOOD BALUSTER MORTISE AND TENON TO TREAD
94
INTERIOR FINISHES + FIXTURES
DERING HALL material specification
96
Project Description SGA was hired to renovate an arts and crafts house in the Berkeley Hil s. When the engineer suggested rebuilding the foundation - the recommendation was taken as an opportunity to open the ground floor to the landscape. The client’s expectation was to create a home open to the environment and it was designed with a connection to nature as the guiding principal. My Role Under the direction of the design partner, I finalized and ordered furniture and assisted in passing a building permit for a green roof over the garage; the first green roof built in Berkeley, CA.
BERKELEY HOME berkeley, california
RESIDENTIAL RENOVATION ** HONORED BY THE BERKELEY ARCHITECTURAL HERITAGE ASSOCIATION 5,100 SQFT PROJECT MANAGER: LIESL GIEGER-KINCADE, R.A.
1
2
3
5
4
6
7
8
9
10
11
12
13
N
EXIST. FENCE
A-0.1
WATER METER
SPR
UC
565
66.2
4'
• •• •
• • ••
• ••
••••
1
EXISTING RESIDENCE 1908.26 SF.
EXIST. DOWNSPOUT
FENCE
48.6
1
4'
(11
POWER POLE RAMP
4.8
LOT 1 BLOCK 1
8' T
AREA 8479.40 S.F.
1
EXIST. AREA DRAIN EXIST. STEPS
E-1.0 E-1.1 E-1.2
RETAINING WALL CLEANOUT
4
8°
N4
1
"E
13
2'
399.80 SF
2
CK
2"
W
G
UE
AN
ES
EL
G
S
LO
L
AL
IN
IN
TA
RE
S-1
FOUNDATION & FIRST FLOOR FRAMING PLANS, SHEAR WALL SCHEDULE, DETAILS SECOND FLOOR & ROOF FRAMING PLANS, GENERAL NOTES DETAILS DETAILS DETAILS GARAGE GREEN ROOF GENERAL NOTES, PLANS, DETAILS GARAGE GREEN ROOF FRAMING AND FOUNDATION DETAILS, SHEAR WALL SCHEDULE
0'
(5
E)
S-2
ID
W
S-3 S-4 S-5 G-S1
N VE
A
G-S2
RB
CU
POWER POLE
F
1
'-1
EXIST. CURB
"
2
EXISTING RETAINING WALL
E
'-
SEWER CLEANOUT
REVISIONS TO GREEN ROOF PERMIT SET 9
10/31/2012
4
REVISIONS TO GREEN ROOF PERMIT SET 7
06/08/2012
3
ISSUE FOR ADDENDUM TO PERMIT SET
04/16/2012
2
REVISIONS TO PERMIT SET
07/28/2010
1
ISSUE FOR PERMIT
1
04/26/2010
ISSUE
DATE
DOEBLER KELLY RESIDENCE
ER
RIG
5
No.
27
O HT
FILING ENGINEER: MONTE STOTT & ASSOCIATES, INC. / MONTE STOTT, P.E. 2169 Folsom Street, No. A-102 San Francisco, CA 94110 Tel. 415.436.0121 Fax 415.436.0130
G
EXIST. FENCE
RB
CU
AY EW RIV . D UT IST C EX URB 9" C
AY LM E FW
TITLE 24 CONSULTANT: E-Z TITLE24.COM / STEVE K. MEANS, CEPE, CGBP E-mail: skmeans@easytitle24.com www.etitle24.com Tel. 925 671 4789 Fax 925 459 5018
H
STRUCTURAL
1
RO
12
0" '-1
22
27'-1"
H
HIG
GARAGE PLANS & EXTERIOR ELEVATIONS GARAGE LIVING ROOF DETAILS GARAGE LIVING ROOF - FM STANDARDS
RB
TERMINATION POINT FOR SUBSURFACE DRAINS DAYLIGHT TO CURB
CONTRACTOR: WINFIELD CONSTRUCTION COMPANY / KEN WINFIELD 1096 Yerba Buena Avenue Emeryville, CA 94608 Tel:510.652.4712 Fax:510.652.4790
J
GAS
1
PLOT PLAN
CK
10" OAKS 7"
E
1
W
RO
9
EXISTING DRIVE WAY
L
AL
"
2'-0"
1
EXIST. FENCE GATE
'-4
RIDGE EL = 452.90
28
PROPOSED GREEN ROOF EXIST. DOWNSPOUT
D
LINE OF SUBSURFACE DRAINS
G-1.0 G-1.1 G-1.2
CU
0 5'0
" '-0 D 10 AR K E Y C TH SID T BA DEP 'D SE HE EQ OF R D 2T E 1/ F TH YAR LOT O NT EY K O FR THE
LOT 2
TERMINATION POINT FOR SURFACE DRAINS - DAYLIGHT TO CURB
PROPOSED BASEMENT / GARDEN FLOOR PLAN PROPOSED FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN
GARAGE 9
1
PROPERTY LINE
K
PROJECT SITE: 1100 SPRUCE STREET BERKELEY, CA
ELECTRICAL
1
3.2
EXIST. IRRIGATION VALVE
EXIST. GARAGE
F
SECTION FACING EAST, AND SECTION FACING NORTH
AL)
EL
EXIST. BACK ENTRY
RIDGE 479.03
EXIST. DOWNSPOUT
G
A-3.0
OT
EXIST. DOWNSPOUT 4" Ø RIGID PERF. PLASTIC PIPE, TO PICK UP SUB-DRAINS & ALL DOWNSPOUTS 2% MIN. SLOPE.
7'-9 21"
18'- 1 3/4"
H
N
SECTIONS
M
EXIST. DOWNSPOUT
M
L
WEST ELEVATION, PARTIAL SOUTH AND NORTH ELEVATION
ALK
EXIST. DOWNSPOUT
RIDGE 478.53
LOT 60
N76°28'00"E
J
A-2.0
FW
RIDGE 479.01
4'-0"
EXTERIOR ELEVATIONS
STOP SIGN
EO
FRO 20'-0" N SET T YAR D BA CK
5'-4"
SIDE YARD SET BACK
A-1.1 A-1.2
STORM INLET
EDG
1 2"
EXIST. FRONT DOOR
3 4"
PROPOSED BASEMENT / GARDEN FLOOR PLAN, WINDOW & DOOR SCHEDULES PROPOSED FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN
FIRE HYDRANT
'04"E
RIDGE
1
135.76'
EXISTING SIDE ENTRY & STEPS
A-1.0
°38
ELECTRIC & GAS METERS
K
RB
10" LOQUAT
•N9
RIDGE 478.37
10'-1
PLANS
CU
E)
BUS STOP 39
••••
EXIST. IRRIGATION VALVE EXIST. DOWNSPOUT
EXIST. FENCE
WID
EXIST. FENCE GATE
6" BIRCH
EXIST. DOWNSPOUT
L
(70'
POWER POLE
•• •
.00
•• •• ••
R=
• •• ••
AY
•• • •• • • •• • 21.23 L=
FW
8'-8
HT O
E S TRE
ET
10" LOQUAT
RIG
VICINITY MAP N
PLOT PLAN, DRAWING INDEX & GENERAL INFORMATION NOTES TITLE 24 (1 OF 2) TITLE 24 (2 OF 2)
A-0.2 A-0.3 A-0.4
DROP INLET
M
14
DRAWING INDEX
EXIST. CURB
W SE 8" E LIN
D
PAT KELLY & JENNIFER DOEBLER 1100 SPRUCE STREET, BERKELEY, CA 94707 telephone 917 318 9978
HABITABLE FLOOR AREAS:
PROJECT INFORMATION
C
APN: 061 2588 02900 Zoning: R-1H Single Family Residential/ Hillside Occupancy: R3, Single Family Residence Fire Zone: 2 Fire Protection: No Existing Auto Sprinkler Residential Sprinkler System: Not Req'd Construction Type: VB, Residential Wood Frame Block: 1 Lot: 1
LOT COVERAGE:
B
Lot Area: House Footprint: Garage Footprint: Total Footprint: Lot Coverage:
Proposed 1685.00 SF 1883.00 SF 1028.96 SF**
FLOOR AREA CALCULATIONS SPECIFIC TO BMC CHAPTER 23C.04:
2
976.85 SF 375.5.39 SF 1352.35 SF
1
7
SPECIAL INSPECTIONS: Structural Observations: 1. Rebar Placement 2. Anchor Bolt Installation 3. Hold downs 4. Shear Walls and Shear clips Special Inspections: 1. Welding for the Steel Frame 2. Excavation by the Geotechnical Engineer 3. Load testing of sill bolts and hold down rods
3
4
PROJECT DESCRIPTION:
ABBREVIATIONS:
Renovation to Garage: - New green roof installation on existing garage structure - Reframe roof to accommodate additional weight - Add two additional footings as required - Seismically upgrade garage to accommodate additional roof deadload - No change to roof height is proposed
* Unconditioned Space ** Includes 62 SF Wine Storage Process Space
Existing: Proposed Addition: Total:
2007 CALIFORNIA BUILDING CODE 2007 CALIFORNIA MECHANICAL CODE 2007 CALIFORNIA ELECTRICAL CODE 2007 CALIFORNIA PLUMBING CODE 2008 CALIFORNIA ENERGY CODE
1
7
Existing 1685.00 SF 1883.00 SF 976.85 SF *
Basement Floor Area With Ceiling Heights of 6'-0" or More:
8479.40 SF 1908.26 SF 399.80 SF 2308.06 SF 27%
CODES:
A
Second Floor: Main Floor: Basement Floor :
5
Renovation to Existing Single Family Residence Main House and Garage Footprint to Remain Unchanged: - Kitchen, Master Bath and Powder Room Renovation - Basement/ Garden Floor Renovation - Seismic Upgrade / Foundation Replacement in Main House - New HVAC, Electrical, Solar Hot Water and Back-up On-demand Hot Water Systems - Improvements to Exterior Envelope Including Insulation, Window Caulking, and New Roof - Restoration to Red Wood Siding On Exterior and Red Wood Panels On Interior; Exterior Doors and Windows; Driveway; Garage Slab Repair / Replacement (Footing and Structure to Remain) - Paint Exterior Trim and Some Interior Walls
6
7
8
AFF & @ C.L. / C DIAM. BLDG BLKG CLG CLR COL CONC CONT DEMO DETL / DTL DIM D / DN DS DWG
9
ABOVE FINISHED FLOOR AND AT CENTERLINE DIAMETER BUILDING BLOCKING CEILING CLEAR COLUMN CONCRETE CONTINUOUS DEMOLISH, DEMOLITION DETAIL DIMENSION DOWN DOWNSPOUT DRAWING
10
EQ EQUIP EXIST FIN FLR FF FOS FT GA GALV GBX GYP/GYP BD HB INSUL MAX MECH MIN MISC
11
EQUAL EQUIPMENT EXISTING FINISH FLOOR FINISHED FLOOR FACE OF STUDS FOOT OR FEET GUAGE GALVANIZED TYPE X GYP BD GYPSUM WALL BOARD HOSE BID INSULATION MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS
12
NTS OC PLY REQ'D REV R.O. SIM. STL SQ TYP. T.O. U / UP UON VIF W/ W/O WD WP
NOT TO SCALE ON CENTER PLYWOOD REQUIRED REVISION ROUGH OPENING SIMILAR STEEL SQUARE TYPICAL TOP OF UP UNLESS OTHERWISE NOTED VERIFY IN FIELD WITH WITHOUT WOOD WATERPROOF
13
14
C
B
PROJECT DESIGNER: LIESL GEIGER- KINCADE, STUDIO GEIGER 1133 BROADWAY SUITE 923 NEW YORK NY 10010 telephone 212 620 0050 facsimile 212 937 3354
GENERAL INFORMATION & PLOT PLAN Project No.
Date
CAD File No.
Scale
09DKB
A
10/31/2012
AS NOTED
Drawing No.
A-0.1 Copyright © 2012 STUDIO GEIGER
98
1
3
2
5
4
6
7
8
10
9
11
13
12
14
1
2
3
4
5
6
7
8
10
9
11
12
13
14
LEGEND
LEGEND N
N
GENERAL NOTES: 1.
SEE “ALTERNATIVE MATERIALS OR METHODS OF CONSTRUCTION” (AMMR) FORM FOR EQUIVALENCY OF FIRE PROTECTION FOR ROOF SURFACE
2.
SEE STRUCTURAL DRAWINGS FOR STRUCTURAL CALCULATIONS INCLUDING SATURATED WEIGHT OF MATERIALS
VEGETATION FREE ZONE (VFZ)
VEGETATION FREE ZONE (VFZ)
N
N
M
M
GENERAL NOTES: 1.
SEE “ALTERNATIVE MATERIALS OR METHODS OF CONSTRUCTION” (AMMR) FORM FOR EQUIVALENCY OF FIRE PROTECTION FOR ROOF SURFACE
2.
SEE STRUCTURAL DRAWINGS FOR STRUCTURAL CALCULATIONS INCLUDING SATURATED WEIGHT OF MATERIALS
GUTTER
M
M
GUTTER
9
7
L
L NORTH ELEVATION - GARAGE
1
2
3.
SEE PACKET SUBMITTED ALONG WITH PERMIT DRAWINGS SET FOR OWNERS OPERATION AND MAINTENANCE GUIDE
4.
SEE SHEET G-1.2 AND MM6125 PACKET SUBMITTED ALONG WITH PERMIT DRAWINGS SET FOR FACTORY MUTUAL GLOBAL STANDARDS DATA
5.
SEE LANDSCAPE DRAWINGS FOR PLANTING SCHEDULE
6.
9.
10'-11
VEGETATION FREE ZONE (VFZ) 5 8"
VIF
T.O. EXTERIOR RIDGE 3 8 " VIF
13'-3
12
7.5
CUT BACK EAVE THIS SIDE ONLY TO MEET SETBACK REQUIREMENT.
SIM.
12
7.5
L
SEE SHEET G-1.2 AND MM6125 PACKET SUBMITTED ALONG WITH PERMIT DRAWINGS SET FOR FACTORY MUTUAL GLOBAL STANDARDS DATA SEE LANDSCAPE DRAWINGS FOR PLANTING SCHEDULE EXISTING WALL COVERINGS AND SHEATHING TO REMAIN
7.
ALL WINDOWS AND DOORS ARE EXISTING UNLESS OTHERWISE NOTED
8.
EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE REQUIREMENTS OF STANDARD SFM 12-7A-1, OR SHALL BE OF APPROVED NONCOMBUSTIBLE CONSTRUCTION OR SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1 38 " THICK, RAISED PANELS SHALL NOT BE LESS THAN 1 41" THICK, OR SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 252.
9.
K
9"
J
PROVIDE ROOF GUTTERS WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS AS PER CBC SECTION 704 A.1.5
10. EAVE PROJECTIONS NOT TO BE ALTERED FROM EXISTING
K 7
CONTRACTOR: WINFIELD CONSTRUCTION COMPANY / KEN WINFIELD 1096 Yerba Buena Avenue Emeryville, CA 94608 Tel:510.652.4712 Fax:510.652.4790
J
B.O. EAVE (VIF)
2'-0"
L
PROVIDE ROOF GUTTERS WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS AS PER CBC SECTION 704 A.1.5
10. EAVE PROJECTIONS NOT TO BE ALTERED FROM EXISTING
CUT BACK EAVE THIS SIDE ONLY TO MEET SETBACK REQUIREMENT. + 2'-0 9/16 "(447'-2 9/16")
GUTTER
2'-0"
MIN FROM EAVE TO PROPERTY LINE
11. ROOFING ASSEMBLY TO BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS
2 G-1.3
SIM. 4 G-1.3 7
9"
B.O. EAVE (VIF)
K
+ 9'-5 3/4" (453'-11 3/4")
T.O. EXTERIOR RIDGE
+ 2'-0 9/16 "(447'-2 9/16")
SEE PACKET SUBMITTED ALONG WITH PERMIT DRAWINGS SET FOR OWNERS OPERATION AND MAINTENANCE GUIDE
4.
6.
ALL WINDOWS AND DOORS ARE EXISTING UNLESS OTHERWISE NOTED EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE REQUIREMENTS OF STANDARD SFM 12-7A-1, OR SHALL BE OF APPROVED NONCOMBUSTIBLE CONSTRUCTION OR SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1 38 " THICK, RAISED PANELS SHALL NOT BE LESS THAN 1 41" THICK, OR SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 252.
SOUTH ELEVATION - GARAGE
+ 9'-5 3/4" (453'-11 3/4")
J
3.
5.
EXISTING WALL COVERINGS AND SHEATHING TO REMAIN
7. 8.
77 8" VIF
K
9
11. ROOFING ASSEMBLY TO BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS
CONTRACTOR: WINFIELD CONSTRUCTION COMPANY / KEN WINFIELD 1096 Yerba Buena Avenue Emeryville, CA 94608 Tel:510.652.4712 Fax:510.652.4790
J
MIN FROM EAVE TO PROPERTY LINE
+ 1'-9 1/4 "(446'-3 1/4") B.O. EAVE (VIF) 7'-0"
8'-77 8"
- 4'-8 5/8 " (439'-9 3/8")
H
-5'-7 7/8" (436'-4 3/8")
8
F
4
G
1'-0"
SLOPE TO DRAIN
4
E
16'-412"
GUTTER
EXISTING GARAGE DOORS TO BE REPLACED IN SAME LOCATION -
5 G-1.3
2 G-1.1
C
2
3
06/28/2012
REVISION TO GREEN ROOF PERMIT SET 7
06/08/2012
ISSUE FOR ADDENDUM TO PERMIT SET
04/16/2012
3 2 1
No.
REVISION TO GREEN ROOF PERMIT SET
10/31/2012
9
ISSUE FOR GARAGE DOOR SHOP DRAWINGS
06/18/2012
REVISIONS TO GREEN ROOF PERMIT SET 7
06/08/2012
ISSUE FOR ADDENDUM TO PERMIT SET
04/16/2012
ISSUE
DATE
DOEBLER KELLY RESIDENCE PAT KELLY & JENNIFER DOEBLER 1100 SPRUCE STREET, BERKELEY, CA 94707
C
C
PROJECT DESIGNER: LIESL GEIGER- KINCADE, STUDIO GEIGER 150 WEST 28TH STREET SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
3 G-1.1
B
GRAVEL STOP CONTINUOUS ALONG ROOF PERIMETER
6
5
4
E
D
telephone 917 318 9978
PROJECT DESIGNER: LIESL GEIGER- KINCADE, STUDIO GEIGER 150 WEST 28TH STREET SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
Project No.
09DKB
GARAGE ROOF PLAN SHOWING DRAINAGE
6
7
8
9
10
A
11
12
13
14
B
GARAGE PLANS & EXTERIOR ELEVATION CAD File No.
4
F
E
D
DATE
PAT KELLY & JENNIFER DOEBLER 1100 SPRUCE STREET, BERKELEY, CA 94707
8 G-1.3
6"X 8" POST
GARAGE PLAN
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 1
10/31/2012
ISSUE FOR GARAGE DOOR SHOP DRAWINGS 8
telephone 917 318 9978
SEE SPECS FOR IRRIGATION INFORMATION - FIRE SUPPRESSION INSTALLED FOR USE BY FIRE DEPARTMENT PERSONNEL
4 G-1.1
8516"
8516"
LINE OF ROOF EDGE ABOVE
5
REVISIONS TO GREEN ROOF PERMIT SET 9
ISSUE
DOEBLER KELLY RESIDENCE D
8'-412"
8516"
G
GUTTER
3116"
8 8'-412"
1'-10"
7
9
2 G-1.3
SLOPE TO DRAIN
GARAGE ROOF
SLOPE TO DRAIN
3116"
UNDERSIDE OF ROOF ASSEMBLY /EAVES TO HAVE 1 HOUR FIRE RESISTANCE RATING - CDX GYP. SHEATHING. - SEE NOTE FROM BUILDING DEPARTMENT ON APPROVED PLANS.
B
5'-0"
5'-0"
4 G-1.1
A
FILING ENGINEER: MONTE STOTT & ASSOCIATES, INC. / MONTE STOTT, P.E. 2169 Folsom Street, No. A-102 San Francisco, CA 94110 Tel. 415.436.0121 Fax 415.436.0130
GARDNET GREEN ROOF DESIGN INFORMATION
24'-812"
9'-918"
19'-10"
21'-012"
24'-812"
9'-83 4"
SLOPE TO DRAIN
7
2
No.
7
COCONUT & STRING NETTING ON 1" EXCESS GROWTH MEDIA ON 3" GARDNET BY HYDROTECH ON HYDRODRAIN 302 ON RBII ROOT BARRIER ON MM6125 MEMBRANE - CLASS A MINIMUM ROOF
3
5
3 1
1'-0" 8 G-1.3
VEGETATION FREE ZONE AROUND PERIMETER
GARAGE
7
H
1
5'-03 4"
1'-10" 5'-2 1/2"
5-2 3/4"
TBD
1'-6"
3 G-1.1 1'-0"
LINE OF ROOF ABOVE
2 G-1.3 4
C
H
G
21'-2"
2'-0"
9
UP 2 RISERS
EXISTING SLIDING DOOR TO BE REPLACED WITH HINGED DOOR IN SAME LOCATION DOOR OPENING ENLARGED TO SOUTH BY +/- 8"
TITLE 24 CONSULTANT: E-Z TITLE24 .COM / STEVE K. MEANS, CEPE, CGBP E-mail: skmeans@easytitle24.com www.etitle24.com Tel. 925 671 4789 Fax 925 459 5018
TYPICAL TOP OF SLOPE - GARDNET CONNECTION @ ROOF
F
F 21'-2" 19'-2"
6"X 6" POST
8'-83 4"
1 G-1.4
7
FILING ENGINEER: MONTE STOTT & ASSOCIATES, INC. / MONTE STOTT, P.E. 2169 Folsom Street, No. A-102 San Francisco, CA 94110 Tel. 415.436.0121 Fax 415.436.0130
EAST ELEVATION - GARAGE
EXISTING CABINETRY EXISTING CONCRETE STEP TO REMAIN - FINAL SIZE TBD 7
E
D
2
T.O FINISH FLOOR EAST GARAGE (VIF)
WEST ELEVATION - GARAGE
3
H
T.O. LANDING
9 7
-6'-0 5/8" (438'-4 1/8") NEW T.O FINISH FLOOR WEST GARAGE
G
TITLE 24 CONSULTANT: E-Z TITLE24 .COM / STEVE K. MEANS, CEPE, CGBP E-mail: skmeans@easytitle24.com www.etitle24.com Tel. 925 671 4789 Fax 925 459 5018
9
7'-9"
9
B
09DKB
06/18/2013 1/4"=1'-0"
G-1.0 Copyright © 2013 STUDIO GEIGER
GARAGE LIVING ROOF DETAILS Project No.
Date
Scale
Drawing No.
TYPICAL BOTTOM OF SLOPE GARDNET TERMINATION WITHOUT GUTTER
3
A
1
2
3
4
5
4
6
7
8
CAD File No.
TYPICAL BOTTOM OF SLOPE GARDNET TERMINATION WITH GUTTER
9
10
11
A
12
13
14
Date
10/31/2012
Scale
AS NOTED
Drawing No.
G-1.1 Copyright © 2013 STUDIO GEIGER
GREEN ROOF
BERKELEY construction documents
1
3
2
5
4
6
7
8
10
9
11
13
12
N VEGETATION FREE ZONE (VFZ)
VEGETATION FREE ZONE (VFZ)
GUTTER
M
GUTTER
L NORTH ELEVATION - GARAGE
1
2
SOUTH ELEVATION - GARAGE 77 8" VIF
K
+ 9'-5 3/4" (453'-11 3/4")
+ 9'-5 3/4" (453'-11 3/4")
T.O. EXTERIOR RIDGE
10
T.O. EXTERIOR RIDGE
'-1
VEGETATION FREE ZONE (VFZ) 5 8"
13
8"V
VIF
IF
'-3
13
CUT BACK EAVE THIS SIDE ONLY TO MEET SETBACK REQUIREMENT.
9"
+ 2'-0 9/16 "(447'-2 9/16") B.O. EAVE (VIF)
12
7.5
2 G-1.3
SIM. 4 G-1.3 7
9"
J
12
7.5
CUT BACK EAVE THIS SIDE ONLY TO MEET SETBACK REQUIREMENT.
SIM.
+ 2'-0 9/16 "(447'-2 9/16")
GUTTER
2'-0"
MIN FROM EAVE TO PROPERTY LINE
B.O. EAVE (VIF)
2'-0"
MIN FROM EAVE TO PROPERTY LINE
+ 1'-9 1/4 "(446'-3 1/4") B.O. EAVE (VIF) 7'-0"
8'-77 8"
9
7'-9"
9
- 4'-8 5/8 " (439'-9 3/8")
H
T.O. LANDING
9 7
-6'-0 5/8" (438'-4 1/8")
-5'-7 7/8" (436'-4 3/8")
8
T.O FINISH FLOOR EAST GARAGE (VIF)
NEW T.O FINISH FLOOR WEST GARAGE
WEST ELEVATION - GARAGE
3
G
F
4
EAST ELEVATION - GARAGE
21'-2"
9
E
1'-0" 8 G-1.3
LINE OF ROOF ABOVE
UP 2 RISERS
EXISTING SLIDING DOOR TO BE REPLACED WITH HINGED DOOR IN SAME LOCATION DOOR OPENING ENLARGED TO SOUTH BY +/- 8"
D
1'-0"
5'-2 1/2"
5-2 3/4"
TBD
1'-6"
3 G-1.1
8'-83 4"
1 G-1.4
7
SLOPE TO DRAIN
2'-0"
1'-10"
19'-2"
6"X 6" POST
1'-0"
21'-2"
7
5'-03 4"
EXISTING CABINETRY EXISTING CONCRETE STEP TO REMAIN - FINAL SIZE TBD
7
COCONUT & STRING NETTING ON 1" EXCESS GROWTH MEDIA ON 3" GARDNET BY HYDROTECH ON HYDRODRAIN 302 ON RBII ROOT BARRIER ON MM6125 MEMBRANE - CLASS A MINIMUM ROOF VEGETATION FREE ZONE AROUND PERIMETER
3
GARAGE
GUTTER
EXISTING GARAGE DOORS TO BE REPLACED IN SAME LOCATION -
8 8'-412"
9
85 16"
LINE OF ROOF EDGE ABOVE
5
GUTTER
5 G-1.3
2 G-1.1
SEE SPECS FOR IRRIGATION INFORMATION - FIRE SUPPRESSION INSTALLED FOR USE BY FIRE DEPARTMENT PERSONNEL
4 G-1.1
8 G-1.3 3 G-1.1
8'-412"
85 16"
A
GARAGE ROOF
3116"
1'-10"
7
2 G-1.3
SLOPE TO DRAIN
SLOPE TO DRAIN
3116"
UNDERSIDE OF ROOF ASSEMBLY /EAVES TO HAVE 1 HOUR FIRE RESISTANCE RATING - CDX GYP. SHEATHING. - SEE NOTE FROM BUILDING DEPARTMENT ON APPROVED PLANS.
B
5'-0"
5'-0"
4 G-1.1
24'-812"
24'-812"
21'-012"
9'-918"
SLOPE TO DRAIN
7
16'-412"
5
7
C
19'-10"
9'-83 4"
2 G-1.3 4
85 16"
GRAVEL STOP CONTINUOUS ALONG ROOF PERIMETER
6"X 8" POST
GARAGE PLAN
6
100
GARAGE ROOF PLAN SHOWING DRAINAGE
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION 1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
10
9
11
12
13
14
LEGEND N
N
GENERAL NOTES:
M
M
9
L
L
K
K
1.
SEE “ALTERNATIVE MATERIALS OR METHODS OF CONSTRUCTION” (AMMR) FORM FOR EQUIVALENCY OF FIRE PROTECTION FOR ROOF SURFACE
2.
SEE STRUCTURAL DRAWINGS FOR STRUCTURAL CALCULATIONS INCLUDING SATURATED WEIGHT OF MATERIALS
3.
SEE PACKET SUBMITTED ALONG WITH PERMIT DRAWINGS SET FOR OWNERS OPERATION AND MAINTENANCE GUIDE
4.
SEE SHEET G-1.2 AND MM6125 PACKET SUBMITTED ALONG WITH PERMIT DRAWINGS SET FOR FACTORY MUTUAL GLOBAL STANDARDS DATA
5.
SEE LANDSCAPE DRAWINGS FOR PLANTING SCHEDULE
6.
EXISTING WALL COVERINGS AND SHEATHING TO REMAIN
7.
ALL WINDOWS AND DOORS ARE EXISTING UNLESS OTHERWISE NOTED
8.
EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE REQUIREMENTS OF STANDARD SFM 12-7A-1, OR SHALL BE OF APPROVED NONCOMBUSTIBLE CONSTRUCTION OR SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1 38 " THICK, RAISED PANELS SHALL NOT BE LESS THAN 1 41" THICK, OR SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 252.
9.
PROVIDE ROOF GUTTERS WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS AS PER CBC SECTION 704 A.1.5
10. EAVE PROJECTIONS NOT TO BE ALTERED FROM EXISTING 11. ROOFING ASSEMBLY TO BE INSTALLED IN ACCORDANCE WITH ITS 7 LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS
CONTRACTOR: WINFIELD CONSTRUCTION COMPANY / KEN WINFIELD 1096 Yerba Buena Avenue Emeryville, CA 94608 Tel:510.652.4712 Fax:510.652.4790
J
J
2
TITLE 24 CONSULTANT: E-Z TITLE24 .COM / STEVE K. MEANS, CEPE, CGBP E-mail: skmeans@easytitle24.com www.etitle24.com Tel. 925 671 4789 Fax 925 459 5018
TYPICAL TOP OF SLOPE - GARDNET CONNECTION @ ROOF
H
H
1
FILING ENGINEER: MONTE STOTT & ASSOCIATES, INC. / MONTE STOTT, P.E. 2169 Folsom Street, No. A-102 San Francisco, CA 94110 Tel. 415.436.0121 Fax 415.436.0130
GARDNET GREEN ROOF DESIGN INFORMATION
G
G
F
F
E
E
4
REVISION TO GREEN ROOF PERMIT SET
3
ISSUE FOR GARAGE DOOR SHOP DRAWINGS
06/18/2012
2
REVISIONS TO GREEN ROOF PERMIT SET 7
06/08/2012
1
ISSUE FOR ADDENDUM TO PERMIT SET
04/16/2012
No.
10/31/2012
9
ISSUE
DATE
DOEBLER KELLY RESIDENCE D
D
PAT KELLY & JENNIFER DOEBLER 1100 SPRUCE STREET, BERKELEY, CA 94707 telephone 917 318 9978
C
C
B
B
PROJECT DESIGNER: LIESL GEIGER- KINCADE, STUDIO GEIGER 150 WEST 28TH STREET SUITE 1404 NEW YORK NY 10001 telephone 212 620 0050 facsimile 212 937 3354
GARAGE LIVING ROOF DETAILS Project No.
Date
CAD File No.
Scale
09DKB
TYPICAL BOTTOM OF SLOPE GARDNET TERMINATION WITHOUT GUTTER
3
A
1
2
3
4
5
4
6
7
8
TYPICAL BOTTOM OF SLOPE GARDNET TERMINATION WITH GUTTER
9
10
11
A
12
13
14
10/31/2012
AS NOTED
Drawing No.
G-1.1 Copyright © 2013 STUDIO GEIGER
102
104
As prompted by the competition brief, our aim was to propose a playful public landscape for a neglected, forgotten part of a city – in this case New York City. Our proposal, STAIRSCAPE, is an active extension of the city bench. Located on a narrow vacant lot on the Bowery, the project maximizes the vertical space of the lot to create a multi-purpose, dynamic space for play, rest, motion, people watching, eating, and contemplating. Through material continuity and adaptation of the stair module, STAIRSCAPE provides a space that is accessible and engages all age groups. STAIRSCAPE redefines the concepts of the city bench and the pocket park to make them accessible to a broader public, as well as providing a whimsical space of play and respite for the Lower East Side of Manhattan.
STAIRSCAPE
COMPETITION **RECEIVED AN HONORABLE MENTION 1,700 SQFT WITH LIESL GEIGER-KINCADE & ANNA VANDER ZWAAG 2013
106
22’
78’
108
program: site: why here? site: why here?
P17430 P17430
The location of STAIRSCAPE on a vacant lot at 271 Bowery near Houston street provides a realistically buildable site, in a space where there is a great need for community, garden, and The space is Houston currently a The location of STAIRSCAPE on arecreation vacant lot space. at 271 Bowery near public space which is ownedbuildable by the Housing and Development street provides a realistically site, in Preservation a space where there is a great Agency. a statement regarding site, a representative fromisthe need for In community, garden, and the recreation space. The space currently a organization public space states: which is owned by the Housing Preservation and Development Agency. In a statement regarding the site, a representative from the “This is currently an asphalt yard. We are interested in fostering use of this organization states: space for educational purposes, specifically civic engagement workshops for youth.” “This is currently an asphalt yard. We are interested in fostering use of this space for educational purposes, specifically civic engagement workshops for youth.” Public Vacant Lots Public Public Vacant Vacant Sites Lots being organized around Public vacant Vacant sites Siteswhere Public being organized around groups have access
green:
Site LocationManhattan Public vacant sites where Block #427, groups have access Vacant Lot # 12 Site Location- Manhattan Block #427, Vacant Lot # 12
play:
vertical garden and terracing
rest:
sit, people-watch, eat
slides, exercise balls, monkey bars
climb:
experience space and city views, encourage activity
pivoting glas
C
play:
Vacant Lots in Manhattan:
Vacant Lots South of Central Park:
Vacant Lots in Manhattan: Other: 75:
Vacant Lots South of Central Park:
LES: 25% Other: 75:
s, monkey bars
LES: 25%
The borough of Manhattan contains 32 public vacant lots, of which 6 are located on the Lower East Side
LES: 100%
The borough of Manhattan contains 32 public vacant lots, of which 6 are located on the Lower East Side
LES: 100%
rest:
The Lower East Side is the ONLY neighborhood in downtown Manhattan to contain vacant lots
sit, people-watch, eat The Lower East Side is the ONLY neighborhood in downtown Manhattan to contain vacant lots
climb:
section 1: through slide
enclosure:
experience space and city views, encourage activity
pivoting glass panels manipulate light
site: neighborhood site: neighborhood
STAIRSCAPE is conveniently situated next to Whole foods, and provides additional seating for the customers. It is a space for pedestrians and lunchgoers to sit, eat, and relax in the midstnext of their work day, for and families to enjoy STAIRSCAPE is conveniently situated to Whole foods, provides on weekends with for their children, and Itforiselderly adults to engage and with lunchtheir additional seating the customers. a space for pedestrians community levels.ofIntheir short, a new space for all. goers to sit,and eat, maintain and relaxactivity in the midst work day,civic for families to enjoy on weekends with their children, and for elderly adults to engage with their community and maintain activity levels. In short, a new civic space for all.
program:
C
section 2: through entrance
hou
ston
hou
ston
green:
SITE
den and terracing
whole foods whole foods
bow bow ery ery
SITE
78’
play:
section 1: through slide
rest:
climb:
enclosure:
experience space and city views, encourage activity
pivoting glass panels manipulate light
22’
22’
slides, exercise balls, monkey bars
78’
sit, people-watch, eat
the new musesum
50’ 100’
200’
300’
N
50’ 100’
200’
300’
Ntravel
to
bowe ry
SITE
errands eat
PLAY! whole foods
PLAY!
errands the new musesum
50’ 100’
200’
300’
N
50’ 100’
200’
300’
N
eat travel
78’
B
buy coffee / lunch errands eat
78’
C
section 2: through entrance
errands 22’
eat travel
hous
n / lunch buy coffee
bowe ry
??
SITE
section 3: through stairs
buy coffee / lunch whole foods
??
A
the new musesum travel
to
22’
hous
n / lunch buy coffee
1 the new musesum
green:
vertical garden and terracing
play:
slides, exercise balls, monkey bars
section 1: through slide
rest:
sit, people-watch, eat
D
climb:
experience space and city views, encourage activity
2
enclosure:
pivoting glass panels manipulate light 3
pocket park and sculpture garden (C) stair
planter
blackened steel frame blackened steel frame wood inset dirt infill
seat
blackened steel frame wood inset
slide
blackened steel structure colored plastic coating
monkey bars
blackened steel structure colored plastic coating The basic step module in STAIRSCAPE adapts to create a seamless and functional transition between the various programs within the site. The
EDUCATION Washington University In St. Louis Sam Fox School of Design and Visual Arts Master of Architecture 2011 Master of Construction Management 2011 Aalto University Master of Architecture Exchange Program Sociedad Central de Arquitectos Master of Architecture Exchange Program Lehigh University College of Arts & Sciences Bachelor of Arts, Major in Architecture Minor in Engineering Minor in Architectural History Phi Beta Kappa Magna Cum Laude Lehigh University Summer Abroad Carlo Scarpa and Sketching seminars
RESUME
EXPERIENCE St. Louis, MO Studio Geiger Architecture New York, NY 2008-2011 Intermediate Architectural Designer April 2012- Present Worked on projects from concept through construction documentation Developed pricing sets, details, and schedules Selected materials and fixtures Helsinki, Finland Oversaw and designed company webstie, facebook page and other marketing materials Spring 2010 Schoonover and Vanderhoof Architects East Stroudsburg, PA Buenos Aires, Argentina Intern Architect (summers) 2007-2010 Fall 2010 Measured and documented existing conditions Bethlehem, PA Edited construction documents 2004-2008 Flanagan LLC Design Intern Assisted in creating, prototyping and marketing products Compiled research for the publishing of a book, ‘Flanagan’s Smart Home’
Vicenza, Italy Summer 2007
Bethlehem, PA (summers) 2007-2010
ACTIVITIES Graduate Architecture Council, Washington University in St. Louis Co-Social Chair Balance: Art, Architecture & Design Club, Lehigh University Vice President
SKILLS St. Louis, MO Digital: 2009 Bethlehem, PA 2007 Drawing:
autoCAD rhino sketch up photoshop il ustrator indesign drafting sketching
Modeling:
wood plastic chipboard laser cut fabrication
Systems:
mac pc
Jennifer Steacy 54 Saint Nicholas Ave. Apt. 1F Brooklyn, NY 11237 570.807.3100 jensteacy@gmail.com cargocollective.com/jensteacy