HomeMy WebLinkAbout49955-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49955 __....... Date: 10127_/2023
Permission is hereby granted to:
Wechsler, Eric
_ .w.w..___......... E u.. . . .w..._ ..�.� � �.a....�.m .......... .._........
235
E 22nd St A t PHE
..._................. _ ......... _ m _._...�.. .�_....._._.........
New York, NY 10010
To Demolish existing deck and sunroom and construct new additions to an existing
single-family dwelling to include living space, balcony, deck and outdoor shower as
applied for.
At premises located at:
1795 Pipes Neck Rd, Greenport
SCTM # 473889
Sec/Block/Lot# 53.-1-14
.w._._.....
Pursuant to application dated 10/17/2023 and approved by the Building Inspector.
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To expire on 4127/2025.
Fees:
DEMOLITION $183.60
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $903.00
CO -ADDITION TO DWELLING $100.00
Total: ...... $1,186.60
.......................__Jk`b................................
Building Inspector
TOWN OF SOUTHOLD —BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959
00
12� , "Telephone (631) 765-1802 Fax (631) 765-9502 littL)s:H\vww.SOLItIIOI(ItOWrIIIV,,gOV
Date Received
APPLICATION FOR BUILDING PERMIT
1-11 --1 . F
For Office Use Only
i I,M
PERMIT NO. 1 I �� Building Inspaectoix
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I Applications and forms must be filled"-out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:09 October 2023
OWNER(S)OF PROPERTY:
Name: Eric Wechsler SCTM # 1000-53-01-14
Project Address: 1795 Pipes Neck Road Greenport, NY 11944
Phone#:772-708-1555 1 Email:emwechsler@gmail.com
Mailing Address:235 E 22nd Street apt. PHE New York, NY 10010
CONTACT PERSON--
J
4,
Name: Robert I. Brown Architect P.C. and its agents
Mailing Address:205 Bay Avenue Greenport, NY 11944
Phone #:631-477-9752 Email:info@ribrownarchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name: Robert I. Brown Architect P.C. and its agents
Mailing Address:205 Bay Avenue Greenport, NY 11944
Phone#:631-477-9752 Email:info@ribrownarchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: JEmail:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other 100,000
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes ®No
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Existing use of property:Single Fa1711Iy R@SldBlltl0777 77 777,
7, F/77777,7777
a� Intended use of property:r10 Chalilge
zone or use district in which premises is situated: Are there,any,covenants and restrictions with respect to
this property ❑Yes No IF YES,PROVIDE A COPY.
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I3Authorized Agent ❑Owner
Application Submitted By(print name; Ag
Signature of Applicant;
Dater
CONNIE D. BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS:
No. 01 BU6185050
COUNTY OF Qualified in Suffolk County
Com
mission Expires April 14, 2 G
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above.named,
(S)he is the
of said own (Contractor m rporate Officer,etc.)
owner or owners,and is duly authorized to pg orm or have performed the said work and to;make and file this
application;that all statements contained in this applicatlon,are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application,file'th'erewith.
Sworn before me this
P
..
L Way of .,, 20
Notary Public
II
PRPFRTY OWf� `R AUTHORIZATION
OPO�� �
(Where the applicant is not the owner)
Eric Wechsler residing at 235 E 22nd Street, apt PHE
I,
New York NY 10010 Hobert: , Brown Ar iteCt .c,,and its agents
' do hereby'authorize to apply on
my behalf to the Town of'Southold Building Department for approval as'described herein.,
rV - z
Ouvner's Signature', Date
Print Owner's Name
5 - A55csso�s
ISSUES/REVISIONS
KE5IDENTIAL GENERAL NOTES
MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA
1.TH15 PROJECT 15 THE CONSTRUCTION OF A NEW GREATROOM ADDITION AND A SIDEYAPD WOOD GROUND SNOW LOAD 20 P5F (PER FIG. 1608.2 15CNY5 2020
DECK FOR AN EXISTING ONE AND A HALF STORY SINGLE FAMILY RESIDENCE,ZONED AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(1)BCNYS 2020
2.THE EXISTING HEIGHT OF THE EXISTING 5TPUCTURE AS DEFINED BY THE BUILDING CODE of NEW YORK SEISMIC DESIGN CATAGORY B (PER SECT. 1613 5CNY5 2020
STATE 2020 15 2 I'-6".THE HEIGHT OF THE PROPOSED ADDITION 15 13'-1" WINTER DESIGN TEMP I I of (PEP TABLE N 1 101.2)
3.THE TYPE OF CONSTRUCTION IS TYPE V(B). FLOOD ZONE N/A (PER FEMA MAP) FROM TABLE N 1 102. 1 .2 (P,402. 1 .2) I NSU LATION AND FENE5TRATION REQUIREMENTS BY COMPONENT
4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS Of THE 2020 BUILDING CODE of NEW YORK FROST LINE DEPTH 3G"
STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF#PA WOOD FRAME WEATHERING PROBABILITY SEVERE (PER BCNY5 2020
DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS)
CONSTRUCTION MANUAL 201 5 HIGH WIND EDITION. GLAZED BASEMENT SLAB CRAWL
5.DESIGN LOAD CALCULATION ARE BASED ON: PER TABLE 1607.I 5CNY5 2020 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR
LIVE LOAD:AS PERTABLF P.301.4,BUILDING CODE of NEW YORK STATE 2020. ZONE U-FACTOR U-FACTOR WALL P\-VALUE $ SFACE WALL
SHGG FENESTRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE R-VALUE DEPTH VALUE
DEAD LOAD:CALCULATED AS PEP,P301.3 AS PER BSLEEPING ROOMS 3o P51 ROOMS OTHER THAN SLEEPING 40 PSI CNYS 2020. ATTICS WITH LIMITED STORAGE 20 PSI
SNOW LOAD: 20 PSI GROUND SNOW LOAD(AS PER FIG.R301.2(5)BCNYS 2020. ATTICS WITHOUT STORAGE 10 PSI
WIND EXPOSURE CATEGORY"C",FOR 130 MPH 3 SECOND GUST. 5TAIP5 40 P51 4 0.32 0.55 0.40 49 20 OR 13+5 8/ 13 1 9 10/ 13 10, 2FT 1 0/ 13
LOCATION LIVE DEAD DELECT LIMIT
15T.FL. 40 LB. 12 U3GO
2ND.FL.(SLEEP AREA) 30 LB. 12 U360 NAILING SCHEDULE
ATTIC(NON STORAGE) 20 LB. 10 U3 GO (PER AF#PA AMERICAN WOOD COUNCIL WPCM FOR
ROOF 20 LB 15 L/360 ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION)
JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING
G.THE ARCHITECT A55UME5 NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS,
TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AIJD PROGPAM5 IN ROOF FRAMING
CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES,NOR ANY MERCHANTABILITY OF FITNESS RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER
FOP.A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PEP,J015T
7.CONTPACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CON5TRUCTION.DO NOT SCALE CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP
DRAWINGS. FOLLOW DIMENSIONS ONLY. CEILING J015T LAP5 OVER PARTITION((FACF-NAILED) 3 EACH LAP
8.CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIDGE STRAP(EACH END) 2 PER TIE
DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END
NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,5CAFFOLDING,AND TOOLS NECESSARY TO RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END
COMPLETE THE WORK. WALL FRAMING
9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES PEQUIPEMENT5 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PFR FOOT
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd J015T EA.51DE
AND SPECIFICATIONS, STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C.
10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGE5
OCCUPANCY. TOP OR.BOTTOM PLATE TO STUD(END-NAILED) 2-164,3-16d,4-1 6d PER 2x4,2x6,2x8 RESPECTIVELY
BOTTOM PLATE TO FLOOR J015T,BAND JOIST,
DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT
1. CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS FLOOR FRAMING
AND AS NECESSARY,AND REMOVE ALL DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST
2. CONTRACTOR SHALL DO ALL PATCHING AND REPAIR AS REQUIRED DUE TO REMOVAL OF EXISTING BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END
WORK AND OF INSTALLATION OF NEW WORK,AS NECESSARY. BLOCKING TO J015T(TOE NAILED) 2 8d EACH END X-M
3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EX15TINIG WORK AS CLC5ELY AS POSSIBLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK
OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST js
4, EXISTING 5TPUCTURE AND INTERIORS THAT REMAIN SHALL BE PROTECTED AS NECESSARY DUPING J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T
DEMOLITION AND CONSTRUCTION.
BAND J015T TO J015T(END-NAILED) 3 16d PER J015T
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5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d PER FOOT X� t DIRT
TELEPHONE SERVICES AND MAKE APRA.NGEMENTS FOP,HOOK-UP,REMOVAL,02 CAPPING OF EQUIPMENT ROOF SHEATHING SWAY
AS NECESSARY. 5TRUCURAL PANELS 8d (TABLE 3.8)
X
DIAGONAL BOARD SHEATHING
FOUNDATIONS I"x6"ORI"x8" 2-8d PER SUPPORT xZ2 �� X \
1.ASSUMED 501L BEARING CAPAOTY, 1,500 Ib./5q.Ft. IN 10"OR WIDER 3-8d PER SUPPORT X \ -
2.CONCRETE TO BE PLAIN,REINFORCED,3,000 psi. -28 DAY TEST. \ _ \\ x2j
3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING N .�,� Xu \
GYPSUM WALLBOARD Sd Goole 7"EDGE/ 10"FIELD CON FOUN£,2 ` o & J`��/O/� _ \ o D IZA I N A"^� CALC U LAT I O N S:
GENERAL CONSTRUCTION 7,c MON S 73 , A�'?h'o S pos __ \ _
1.
PROVIDE
RO IDEEALLL LABOR,
OOD ANDMATERIALS,
PLASTIC WORK REQUIRED BY EQUIPMENT AND
THE DRAWINGS 5E SPECIFIED NECESHEREINSARY TO
WALL A NE INC 8d (TABLE 3.9) I �� 00-9� Vq�Y pOs��-1co X� �� � � � ZONE 1 : 5 18 SF x 0. 17 = 88. 1 CF
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. FIBERBOARD PANELS x_u £ 4Mj ijo 1 \
2. FA5CIA5,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. -711 G. 8d 3"EDGE/G"FIELD \ ' PROVIDE ( 1 ) G' DIA x 4'-0"D D RYWE LL (89.3 CF)
" 8d 3"EDGE/G"FIELD
3. INTERIOR TRIM SHALL MATCH EXISTING. 25/32 `y -
4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolere 7"EDGE/ 10"FIELD 00
19's;A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE N0.2 HARDBOARD 8d (TABLE 3.9)
OR BETTER.. PARTICALBOARD PANELS 8d (TABLE 3.9) '^� r '� D CIED
B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING Y/ 98-72jAND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. I"x6"OR I"x8" 2-8d PER SUPPORT ^ 2.4 X /
C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNE55 AS INDICATED. I"x 10"OR,WIDER 3-8d PER SUPPORT
D.ALL SUB FLOORING TO BE APA PATE[)STUPID-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNES. / ?793
E.ALL HEADERS GAY AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER FLOOR SHEATHING / ,, •�
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR A5 SHOWN ON DRAWING. 5TRUCURAL PANELS X t X
F.SOLID BLOCKING SHALL BE PROVIDED POR ALL JOISTS AND FLOOR BEAMS AS PER 13CNY5 2020 1"OR LE55 8d 6"EDGE/ 12"FIELD
OR AS NOTED @ 6-O"O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. CP
GREATER THAN I" I Od 6"EDGE/6"FIELD
G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING ♦ ��R /
H.PROVIDE DOUBLE UP FRAMING UNDER ALL PO5T5 AND PARALLEL PARTITIONS OR AS NOTED ON I"x6"OR I"x8" 2-8d PER SUPPORT \ I Lv
DRAWING I"x 10"OR WIDER 3-8d PER SUPPORT x"
I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL r dk•,:♦
♦ , O
CONNECTORS BY"SIMPSON"OR APPROVED EQUAL 4t r '0 ♦ \�^
J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 A5 A MINIMUM. (�
ALL 2"x6"STUDS SHALL RECEIVE(5) I Cd NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE X
GALVANIZED. SEE ATTACHED NAILING SCHEDULE. r GOy♦ t
K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES AND 6d NAILS @ 1 2" �r r X y�-
O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. r \♦
- L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER,
M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE w r ,
TYPE CONNECTORS BY"SIMP5ON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE _•P;,;.1w, \r��� � X�1
HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. auc roT>n,*.r.CY;'lid �/ ✓
5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS v
za
REQUIRED. FR� 2 �, �+W r Xz ! X� / // XJ12
I"Ob NER S;';;:�
6 LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. '4A/ SjO 3 ♦ _ _ PROPOSED /
.,-f: �� P� MDU Ry y o \ DRYWELL ' / // \ ♦♦ THESE PLANS ARI'.AN INSTRUMENT OF SERVICE
7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANOI/AF/#PA WCFM-1995.(5EE NAILING ii?n�c,=!r:r,H,�
SCHEDULE) Bic )PSF � !Q' . ,r-- `' \ AND ARE THE PROPERTY OF THE ARCHITECT'.
8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED -�^conn"=" A /
nn ) �'ti �� ♦ INFRINGEMENTS WILI,BE PROSECUTED
MEMBRANE.
9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICN.ET5 SHALL BE ALUMINUM. I
10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT ;' Q' / ' / ♦ 2023 ALL RIGHTS RESERVED
STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND f I
CHIMNEY,AND POOP AND WALLS. " " Xu
I I.INSULATION SHALL BE BATT INSULATION FO THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE CORNER � ,�y ♦� �,
2 I/2 lh. DENSITY FIBER-GLASS BAITS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS
GLASS INSULATION. NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-6.5 PER .( r -
INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. I I O LD DOWN X ✓/ \C,I l� (� /
12.NEW INTERIOR DOORS SHALL MATCH EXISTING. ° �/ / e4 J
13. NEW HARDWARI SHALL MATCH EXISTING,UNLESS SPECIFIED BY OWNER. A''' "" ps / DEMOLISH AND PROPOSED 2 o
14.GYPSUivt BOARD SHALL BF EASED EDGE TYPE,CONFORMING TO A57M C36,AND SHALL BE X // REMOVE EXISTING ADDITION XAJ �� lou �� y�Gs Robert 1. Brown
"S!1EETROCK 5W'BY U S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE ^•2" IDGF SUNROOM AND DECK 3 I F
1/5.ALL NEW AND REPAIRED GYP.BOAPD SHALL BE TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR /r _ DECK FIPOPO D � X� �X S Architect, P.C.
CORNERS SHALL HAVE METAL CORNER BEADS.
FINISHES
1. NEW WOOD FLOORS TO BE SELECTED BY OWNER,SANDED AND POLYURETHANE,3 �; cCc: eo/ G1+y4�DR �/ ?44, l t i \\`__ 0��� // ,/ ZO55 BayAve. �rI'eellport NY
COATS. 1 'cD 1 Q / IIlfO@rlbrownarch4eCt.Com
2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. - Cp Gq� S w ^_ CIO
3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET - N 8 ' ' 1 /
ADHESIVE. 10 ur;;c._ q, `; ?Qb ,� / �` " ! ` - ! // 631-477-9752
'yo .9' / DEMOLISH XB.J � x
4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED PL W+ :a4 r-:':. -+ u N FR ��2 REMQVF EXl TING ( / /
EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND _F' Ft'" -lrm:e :' "''-'''st'�r N-+ n
RECOMMENDATIONS. COLOR TO BE SELECTED. n. ;, ['.. :; rnr;P`•T".ar,; 0� / Mf SVL4 X Az S Y SUN�OOM t�D DEC . I 10.3X // ✓ / 1
5.EXISTING INTERIOR WALL5 AND CEILINGS IN ROOMS AFFECTED BY THE WORK,SHALL " "'° "r'''''`"
BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE 5EALED AND RIDGE CROSS SECTION END VIEW .� ��` - `^ - / /
PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX 4S, g__. - y%v VIL / 1QX / .--- - v / X r / ITIS A VIOLATION OF THE LAW FOR ANY PERSON,
PAINTED,COLOR TO BE SELECTED. IpNK I / I I / / / / UNLESS ACTING UNDER THE DIRECTION OF A
G. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) ?4.4. O f / ✓/ / ✓ ' LICENSED ARCHITECT,TO ALTER ANY ITEM ON
COATS BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT. S 81'39'20" E CONCSA?F f /C w";;P // --- / / 0 `/ THIS DRAWING IN ANY WAY. ANY AUTHORIZED
HVAC 49,20 O DDP 1dt / (�/ \ / / / / ALTERATION MUST BE NOTED,SEALED,AND
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES, / /Vr ` / / /
NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES Lm PO \'� .� ilyq�R ° \ / x / * DESCRIBED IN ACCORDANCE WITH THE LAW.
AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL >-- NY> T5 •" M \ I� \ X / / /
CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE \ BRICK STEPS �i • \ / / /
TO WORK. \ \
2.EXISTING BOILER TO REMAIN. ° X .- y' /
3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN,EXTENT DUCTWORK AS �- �*-�^ �qC� I \ ..---- ---- - -"- - � -
NECESSARY. QF PA M~ - _ ZOFOUND-
' \ r / / Q�CP (' '°9+"1 4'z"`j'_ (i
4.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECESSARY TO 81-3991�, + K- __ MON, •" / / `ti
COMPLETE THE WORK POP AIR CONDITIONING IN ALL ZONES. _ , '� O! W WALLS �'
+X ASP/{gLr ROAD '- / os 43
pY
PLUMBING 8 war , ^ -__ r -- / J�oy� o lr
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES - ��' �J if-ZQ2 OO.oO
NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS 0 _ _ L 1 -
AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OR \ 7 - - - - (PUBLf -B3� X ' ---- "'
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. " _,e.f`. ;, , ;T,;, a C WATER Ek - - - - �.�•-•--- .01
q
2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH _ 6"-- REET) - � 'H
,-�;,,,ru•:r.^Ac..�- r - -^^
REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE 3 h. ,- -- --------� --�-- -------
APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURF5"AS PUBLISHED BY
THE NEW YORK STATE DEPARTMENT OF ENVIPONIAIFNTAL CONSERVATION. -
N
3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE ^ --- ---- - _
_.. FUG �
5UPERV151ON OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE / ^ _ ~
/ ------------ ---- CLIENT OWNER
PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF _ SAG� ^ ^
SOUTHOLD. FLAG FLAG LAND FLAG ^^ -"^-- •i-
4 THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, FLAG _4.Q A BY SWARD
CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND ON" iV O4�G_t4, WECHSLER
FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION.
iv, 24vi NM[
0.
ELECTRICAL FLO°� --* °03 �Wc"'Ds FLAG P
1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES OIs ? NSUL As O TEAS' HOLE DATA ERIC & PHIL
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW
ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: _ \ I` nN� �N� (TEST HOLE DUG BY v1cOt�;`lALD GEOSCIENCE ON DECEMBER 12, 2002)
CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, A EL. E.7' 0. 1795 PIPES NECK ROAD
SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO \
APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES \ A MI 2E0 SAND & LOAM GREENPORT, NY 11944
WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND
AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND ev;vir '''nl"''''N c'; "MCI!er "`' "
INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND I
PALE BROWN FINE TO COARSE SAND SW
J€ WA 'i. :\.'.,1Ti')I..i.rinJ�"��i.:11'?(!A(i i r 5) L'l. 3.f'
ELECTRICAL DISTRIBUTION SYSTEMS. F,; m`:ser:.'_ 5.6'
2,ALL WORK SHALL CONFORM TO THE REQUIREMENTS Of THE 2020 BUILDING CODE `3i ,. BASED ON SURVEY BY: �'G PROJECT TITLE
of NEW YORK STATE,THF NATIONAL ELECTRICAL CODE,NAPA NO,70-2017(NEC), I WATER IN PALE BROWN FINE
LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE I no; _ � NATHAN CO RWI N III LAND S U RV EYO R
NATIONAL ELECTRICAL MANUFACTUP,ER5'ASSOCIATION(NEMA)AND ANY OTHER TO COARSE SAND SW
APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT DATED: I G DECEMBER 1997 LOT COVERAGE: GREAT ROOM AND
REQUIREMENTS WILL APPLY. !✓
3.ALL PRODUCT5USED FOP ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS REVISED: 23 MARCH 2003 EXISTING STRUCTURE: 751 SF DECK ADDITION
LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY FLOOR
WILL BE INSTALLED. 0157 EX 1 ST I N G DECK: 392 S F
4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER.THE
SUPERVISION Of A PROPERLY LICENSED MASTER ELECTRICIAN. EXISTING TOTAL: I 143 51'
WATER IN GREY CLAY CH
5.THE CONTRACTOR,SHALL OBTAIN,SUBMIT,AND PAY POR ALL PERMITS,LICENSES /
AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, 5CTM: 1000-53- 1 - 14 LOT SIZE: 15,443 51'
DRAWING TITLE
AND ANY OTHER APPLICABLE JURISDICTION.
G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES AREA: 14,G58 SF (0.33 AC)
SHALL BECONNECTED TOTHE LIGHTING CIRCUIT5WITH NOINTERVENING WALL EXISTING COVERAGE: 7.4%O GENERAL NOTES
SWITCH, LINE CORD CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALAPM5 \ ZONED: R-80
APE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH
7.S OrEQUARTERS APE
TECTORSINL°CATS°. - - - - ELEVATIONS ARE REFERENCED TO NGVD 1 929 DATUM i5
7.SMOY.E DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW � SITE PLAN
YORK STATE,THE NEPA NATIONAL FIRE ALARM CODE NO.72-1593 SHALL BE s; c"- 5 EX 1 ST I N G TOTAL: I 143 51'
PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH SPLFFPING AREA,AND UPLIFT CONNECTION WATER IN BROWN FlNE
� TO COARSE SAND SW
014 EACH FLOOR LEVEL. DEMO EXISTING SUNROOM: -G7 SF 31,
CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND CON N E C T I O N 5 D E T A I L _
SCALE
DEMO EXISTING DECK: -392 SF i2ocTOBER,2o23
BURGLAR ALARMS AS NECESSARY. 51TE PLAN PROPOSED ADDITION: 5 18 SF DRAWING NO. -20'-0"
PROPOSED DECK: 301 SF
SCALE: 1 " = 30'-011 PROPOSED TOTAL: 1 ,503 SF
EXISTING EXCEPT AS NOTED PROPOSED COVERAGE: 9.7%
ISSUES/REVISIONS
WINDOW SCHEDULE
MODEL SIZE TYPE LITE QUANTITY NOTES
A CX 16 2'-8" X 61- I " CASEMENT - 6 MINIMUM 18"TO FINISHED FLOOR
NOTE: ALL WINDOWS TO BE ANDERSEN 400 SERIES
NOTE: ALL WINDOWS TO BE WHITE INTERIOR AND BLACK EXTERIOR
A q
A4
MINIMUM 10'-0" FROM
PROPERTY LINE A4
O O O O
5-2" 2'-1 1" 2'-1 1" 2'-1 1" 5'-2"
3G" HANDRAIL TO CODE(TYP.)
w/HORIZONTAL WOOD SLATS /
18'-0" 01 PROPOSED
OUTDOOR
NEW 2xG EXTERIOR CONSTRUCTION N iFl
SHOWER
CD-X RATED PLYWOOD SHEATHING — NEWy' 5HEETROCK ON WALLS AND CEILING
VAPOR BARRIER mTAPE, SPACKLE, AND FAINT 3 COATS2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) EXTEND EXISTING FORCE AIR HVAC /
R-15 BATT INSULATION DUCTWORK AS NECESSARY
NEW HORIZONTAL 8" NICKEL-GAP HARDIBOARD SIDING m /
PROPOSED GREATROOM /
518 SF N
TO BE LEVEL WITH EXISTING FLOOR
O NEW HARDWOOD FLOOR TO MATCH W /
PROPOSED BALCONY
EXISTING z
487 SF
p NEW WOOD m /
NIPE WOOD DECKING TO MATCH DECK
z NEW ANDERSEN 400 SERIESSTE TO I-,
EPDM RUBBERIZED ROOFING
COD (TYP.) o "'
OI FWG 12080-4 U v SLOPE 1/8" PER FOOT
_ vu c)
GLIDING PATIO DOOR
NEl El I',)/-g lu 0
LuQ) c
PROPOSED DECK 0 \
El El N 301 SF W Q \
c� NEW IPE WOOD DECKING 0 _ \
N O
O 3 Fl 9,-o,, GOlt \ \
NEW 4" POURED CONCRETE Z
PAD WITH PERIMETER HAUNCH. 10" BUILT-IN
TO BE LEVEL WITH GRADE. BOOKSHELF i m
4" GRAVEL UNDERNEATH (I (P.) WITH DOOR /� N
NSTRUMENT OF SERVICE
+9'-4" CEILING 5'-7 it/2" THESE PLANS ARE AN\ AND ARE THE PROPERTY OF HE ARCHITECT.- \
+8'-0" CEILING \ INFRINGEMENTS WILL BE PROSECUTED
— \ \ 2023 ALL RIGHTS RESERVED
2GG8 �p \
2068 N
2'-2" 3'-1"
\
NEW HARDWOOD
Robert I. Brown
NEW POURED FLOOR TO MATCH N
CONCRETE = NEW EXISTING NEW
NEW BALCONY TO BE LEVEL Architect, P.C.
B 8 WITH EXISTING FLOOR
STEPS w/ � 3068 3068 —
A4 BLUESTONE `n EXTERIOR EXTERIOR A4 A4
PAVERS 20 Bax Ave. Greenport NY
N info@ribrownarchitect.com
Jli 2GG8 631-477-9752
3'-3 I/2" 7'-0" 2'- REMOVE EXISTING
WINDOW
NEW EXTERIOR
O NEW WOOD DOOR IT IS A VIOLATION OF THE UNLESSCTING UNDER THE DIRECTION OFA W FOR ANY ON,
STEPS TO LICENSED ARCHITECT,TO ALTER ANY ITEM ON
in EXISTING KITCHEN CODE(TYP.) THIS DRAWING IN ANY WAY. ANY AUTHORIZED
TO EXiSTIPJG BEDROOM TO REMAIN
ALTERATION MUST BE NOTED,SEALED,AND
REP, IN EXISTING BEDROOM EXISTING BEDROOM
DESCRIBED IN ACCORDANCE WITH THE LAW.
TO REMAIN TO REMAIN
i
!." "
. ,
EXISTING 0` t`
DOWN <•
\LL11 X
BATH ROOM
TO REMAIN
CLIENT/OWNER
O
WECHSLER
F_ ERIC & PHIL
1795 PIPES NECK ROAD
GREENPORT, NY 11944
EXISTING MASTER BEDROOM
EXISTING DEN EXISTING LIVINGROOM TO REMAIN PROJECT TITLE
TO REMAIN TO REMAIN GREAT ROOM AND
DECK ADDITION
DRAWING TITLE
FN
FIRST & SECOND
FLOOR PLAN
EI RST FLOOD PLAN SECOND FLOOK PLAN
SCALE
SCALE: 114" = I -O" SCALE: 114" = 1'-0" q 12 OCTOBER,2023 1/4"=1'-0"
EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED A4
A
DRAWING NO.
AM
A4
ISSUES/REVISIONS
3G" HANDRAIL TO CODE (TYP.) 30 HAND DE )
w/HORIZONTAL WOOD SLATS w/HOPI 0 SLA
a;
ktl
I
-- -
—� I x8 AZEX TRI MBOARD
x NEW HORIZONTAL 8" NEW HORIZONTAL 8"
NICKLE—GAP HADRIDOA PD NICKLE—GAP HADRIBOARD
SIDING SIDING
i I
PROPOSED = = PROPOSED
OUTDOOR OUTDOOR
NEW SHOWER SHOWER
3068 -----___-_
EXTERIOR
EASTELEVATION (51DE) NEW CONSTRUCTION NEW CONSTRUCTION
SCALE: 1/4" = I'-0" NORTH ELEVATION (REAR)
EXISTING EXCEPT A5 NOTED
SCALE: 1/4" = P-0"
EXISTING EXCEPT A5 NOTED
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF THE ARCHITECT.
INFRINGEMENTS WILL BE PROSECUTED
2023 ALL RIGHTS RESERVED
Robert I. Brown
Architect, P.C.
205 Bax Ave. Greenport NY
ini�o@ribrownarchitect.com
631-477-9752
3G" HANDRAIL TO CODE (TYP.) IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
I UNLESS ACTING UNDER THE DIRECTION OF A
w/HORIZONTAL WOOD SLATS 3 LICENSED ARCHITECT,TO ALTER ANY ITEM ON
_.____.._ � THIS DRAWING IN ANY WAY. ANY AUTHORIZED
— ALTERATION MUST BE NOTED,SEALED,AND
DESCRIBED IN ACCORDANCE WITH THE
I x8 AZEX TRIMBOARD
'�C����•.'t' y�;gyp��r •;
NEW HORIZONTAL 8"
NICKLE—GAP HADRIBOARD
SIDING -
m
O O
NEW
3068 ---—--- CLIENT/OWNER
EXTERIOR WECHSLER
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ERIC & PHIL
1795 PIPES NECK ROAD
GREENPORT, NY 11944
29'—G"
10,
PROJECT TITLE
NEW CONSTRUCTION
WEST ELEVATION51 DE GREAT ROOM AND
( ) DECK ADDITION
SCALE: 114" = I -0"
EXISTING EXCEPT A5 NOTED
DRAWING TITLE
ELEVATIONS
SCALE
26 SEPTEMBER,2023 1/4„-"-0„
DRAWING NO.
ISSUES/REVISIONS
A
A4
EXISTING ROOF TO REMAIN
9'-2,
NEW(2) 2x8 ------------------------------ --- p 10"dia. SONOTUBE
HEADER I xG COMPOSITE DECKING TO MATCH DECK - 30"x 30"x 8" POURED
EPDM RUBBERIZED ROOFING
SLOPE I/8" PER FOOT 30 HANDRAIL TO CODE(TYP.) I r———————————-1 r— ————————— CONCRETE FOOTER w/#5
REMOVE EXISTING WALL AND WINDOW w/HORIZONTAL WOOD SLATS I I L__J I II REBAR IN EACH DIRECTION.
REFRAME FOR NEW DOORWAY
(2) 2x8 HEADER MINIMUM V.I.F. I 8'-10 I/2" 8'-I O I/2" I — N MINIMUM BELOW GRADE
ON UNDISTURBED SOIL
NEW R-1 5 BATT INSULATION IN ALL
EXPOSED CAVITIES
< t
NEW EXTERIOR DOOR
2868x28 JOISTS @ I G —7 —
,±� : — s i x8 AZEX TRIMBOARD I I � 'I O.C.
1 1 7/8"TJ( 5GO JOISTS @ I G" O.C.
7.5" CLOSED CELL SPRAY—IN FOAM
,„ INSULATION ( -50) (2) 2x8 HEADER(TYP.) i r——1 i w cv
(2) 2xG STUDS BETWEEN WINDOIVSLu
I i I all_NEW 2xG EXTERIOR CONSTRUCTIONL I I N I I
I - CD-X RATED PLYWOOD SHEATHING ,k�3'-0"
— VAPOR BARRIER I I I I Lu
I I
2" CLOSED CELL SPRAY--IN FOAM INSULATION (R-13) I I E I
EXISTING STRUCTURE TO REMAIN
R-1 5 BATT INSULATION �0 r———I p t
i� (I NEWY' SHE TROCK ON W S AND ClNGNEW HORIZONTAL 8" NICKEL-GAP HARDIBOARD SIDING PROPOSED CRAWL SPACE I
1 TAPE, SPA LE, AND PAI COATS
N I I I 2" RAT SLAB I I o
NEW FL00 TO BE LEVEL I I I X I I I F- w
3/4" PLYWO D SUBFLOOR I I I I G"x l G" CONCRETE NLu
I I O
NEW FLOO TNG TO BE SELECTED BBLOCK PIER 0Y OWNER �_ I I I I O �
30"x 30"x 8" POURED r-
2x8 JOISTS @ I G" O.C. w/ R-28 BATT INSULATION I I I I CONCRETE FOOTER w/#5 I I I I Q °Q
(2) 2x8 DROP BEAM ON CONC. BLOCK PIERS NEW 4" POURED CONCRETE= I I I I REBAR IN EACH I I I I N
PAD WITH PERIMETER HAUNCH O I I I I DIRECTION. MINIMUM L--J { I Q
12"#5 REBAR ANCHOR BOLT
TO BE LEVEL WITH GRADE N I I 3'-0" BELOW GRADE ON I I m
( I I ( I IIQ_/ r—-I-
SECURED IN EXISTING I G"x I G"CONCRETE PROPOSED CRAWL SPACE I G"x I G"CONCRETE 4"GRAVEL UNDERNEATH (TYP.) UNDISTURBED SOIL.I
FOUNDATION WALL w/EPDXY BLOCK PIER BLOCK PIER II I I - I I W
@ 12" O.C. VERTICALLY
2" RAT SLAB i�
I I I I L—2x8 JOISTS @ I G"O.C. I I?
I I I I I Im L-
30"x 30"x 8" POURED 30"x 30"x 8" POURED I I I I I I)
EXISTING STRUCTURE TO REMAIN CONCRETE FOOTER w/#5 CONCRETE FOOTER w/#5 I I I I I I Q
REBAR IN EACH REBAR IN EACH I———--I I I I
Lu
DIRECTION. MINIMUM DIRECTION. MINIMUM
3'-0" BELOW GRADE ON 3'-0" BELOW GRADE ON I I I I I v
UNDISTURBED SOIL. UNDISTURBED SOIL.
SECTION A I N
THESE PLANS ARE AN INSTRUMENT OF SERVICE
VA4 o I I 12"#5 REBAR ANCHOR BOLT I I o A4 AND ARE THE PROPERTY OF THE ARCHITECT.
SCALE: 114" = P-0" I I SECURED IN EXISTING I I r— — r— INFRINGEMENTS WILL BE PROSECUTED
EXISTING EXCEPT AS NOTED I I FOUNDATION WALL w/EPDXY I I I I I I p
@ 12" O.C. VERTICALLY I I I 2023 ALL RIGHTS RESERVED
I I I I
EXISTING CUT 3'-0"OPENING EXISTING
SEWAGE IN EXISTING OIL
OUT CONCRETE WALL TANK 3'-8"
Robert I. Brown
Architect, P.C.
t t 20Bax Ave. Greenport NY
in?o@ribrownarchitect.com
EXISTING 631-477-9752
Al R
HANDLER
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
LAUNDRY UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
THIS DRAWING IN ANY WAY. ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
I xG COMPOSITE DECKING TO MA H K
DESCRIBED IN ACCORDANCE WITH THE LAW.
EFDM RUBBERIZED ROOFING
SLOPE 1/8" PER FOOT EXISTING
GEOTHERMAL
NEW BALCONY TO BE LEVEL HEATING
4 1i
WITH EXISTING FLOOR COIL !✓ ';cX
2x8 JOISTS @ I G"O.C. ' ' k
7.5" CLOSED CELL SPRAY-IN FOAM
(2) 2x5 HEADER IN ULATION (R-50) (2) 2x5 HEADER
EW 3068 - NEW 3068 UP
EXTEP OR DOOR EXTERIOR DO
PROPOSED DECK
I CLIENT/OWNER
NEW WOOD
NEW IPE WOOD DECKING WECHSLER
NEW WOOD FLOORING TO NEW POURED CONCRETE
STEPS TO 3x8 LEDGER BOARD ANCHORS TO. BE LEVEL WITH EXISTINGLl ERIC & PHIL
CODE (TYP.) STRUCTURE(2)TWICE @ 24" .C. STEPS w/BLUESTONE PAVERS EXISTING
2x8 P.T. JOISTS @ I G"O.C. 2x8 JOISTS @ I G" O.C. ELECTRICAL
wi R-28 BATT INSULATION --- 1795 PIPES NECK ROAD
(2) 2x8 P.T. DROP BEAM
GREENPORT, NY 11944
4x4 P.T. P05T SECURED PROPOSED CRAWL SPACE
w/METAL POST HOLDER -
O O
PROJECT TITLE
10" dia.50NOTU15E m 2" RAT SLAB
30"x 30"x 8" POURED . . . • • • • • • FOUNDATION FLAN
EAT ROOM AND
CONCRETE FOOTER w/#5
REBAR IN EACH DIRECTION.
8" POURED CONCRETE DECK ADDITION
MINIMUM 3'-0" BELOW GRADE FOUNDATION WALL w/#5 SCALE: 1/4" = 1'-0" A
ON UNDISTURBED SOIL SECTION R lJ REBAR CONTINUOUS. EXISTING EXCEPT AS NOTED
8"x I G" POURED A4
SCALE: 114" = P-0" CONCRETE FOOTING w/ DRAWING TITLE
EXISTING EXCEPT AS NOTED #5 REBAR CONTINUOUS.
MINIMUM 3'-0" BELOW r
GRADE ON UNDISTURBED SECTIONS
SOIL.
FOUNDATION PLAN
SCALE
12 OCTOBER,2023 1/4"=1'-0"
DRAWING NO.
ISSUES/REVISIONS
WP
OUTDOOR
SHOWER HO UP
w/CLEANOUT
tj/ 3479- �0
/ A
EXTEND EXISTING FORCE AIR HVAC \
DUCTWORK AS NECESSARY I
J / LEGEND
r
r
CO SD r F0 $ LIGHT SWITCH
— �— — — — ----- 1
' 3 = THREE WAY
------ D = DIMMER
® JAM SWITCH
�� / � I� 0- OUTLET
NEW GPI= GROUND FAULT INTERUPT
HOSE \ 4 = = ADO VOLT
BIBS {Z} � 4 = QUAD OUTLET
FIXTURE :
S= SURFACE MOUNT PROVIDED BY OWNER
/ 64 R= RECESSED PROVIDED BY CONTRACTOR
FO WALL SCONCE THESE PLANS ARE AN INSTRUMENT OF SERVICE
PHONE AND ARE HE PROPERTY OF THE ARCHITECT.
/ INFRINGEMENTS WILL BE PROSECUTED
/ TV CABLE 5E NETWORK CABLE 2023 ALL RIGHTS RESERVED
Q SPEAKERS
ALARM KEYPAD
4 THERMOSTAT
® Robert I. Brown
EXISTING VENT
ELECTRICAL SD SMOKE DETECTOR Architect, P.C.
EXISTING TO REMAIN
ELECTRICAL
TO REMAIN EPN ELEC. PANEL HEATER 2oBAve. Greepport NY
in?o@rlbrownar h tect Com
PHONE/COMM.
631-477-9752
— — LIGHT TRACK
PC PULL CHAIN IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
PL PORTRAIT LIGHT 5'6"TO CLOCK OUTLET ICENS DACTINGUNLESS ARCH TECT,TO ALT R ANY ITEM IRECTION FON
THIS DRAWING IN ANY WAY. ANY AUTHORIZED
Z► DIRECT LIGHTING ALTERAT ,SEALED,AND
DESCRIBED N ACCORDANCE ON MUST BE ODWI H THE LAW.
CO CARBON MONOXIDE DETECTOR
,r
HOSE BIBS
qq J
:a f /
EXISTING EXISTING
ELECTRICAL ELECTRICAL
CLIENT/OWNER
TO REMAIN TO REMAIN
WECHSLER
ERIC & PHIL
1795 PIPES NECK ROAD
GREENPORT, NY 11944
PROJECT TITLE
FI I ST ELOOK ELECTRICAL PLAN GREAT ROOM
ADDITION
SCALE: 114" = 1'-0"
EXISTING EXCEPT AS NOTED
DRAWING TITLE
ELECTRICAL PLAN
SCALE
12 OCTBOER,2023 1/4"="-0"
DRAWING NO.