HomeMy WebLinkAbout51776-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#: 51776 Date: 03/24/2025
Permission is hereby granted to:
Topaz Page-Green
650 Newport Center Dr
Newport Beach, CA 92660
To:
Construct additions and alterations to an existing accessory garage to include converting a portion of
the structure into a pool house/cabana,the removal of stairs,window and door replacements and an
outdoor shower as per SCHD approval.The pool house is not permitted to have heat.
Premises Located at:
2080 Town Harbor Ln,Southold, NY 11971
SCTM# 65.-1-16
Pursuant to application dated 12/10/2024 and approved by the Building Inspector.
To expire on 03/24/2027.
Contractors:
Required Inspections:
Fees:
Accessory-Addition/Alteration $315.00
CO Accessory $100.00
Total $415.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 hLtL)q
Date Received
APPLICATION FOR BUILDING PERMIT
5 l r7 r7 For Office Use Only : }
f
PERMIT NO. 5osze[Main House]/5oszs[Pool] Building Inspector: DEC 1 0
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:12/9/2024
OWNERS)OF PROPERTY:
Name:Topaz Page-Green and Emmanuel Roman SCTM#1000-065.00-01 .00-016.000
Project Address:2080 Town Harbor Lane, Southold, NY 11971
Phone#:917-654-1897 Email:tpgassist333Ggmail.com
Mailing Address: 158 Mercer Street, New York, NY 10012
CONTACT PERSON:
Name:Clay Coffey
Mailing Address:430 Main St, Greenport, NY 11944
Phone#:347-276-6093 Email:clay@isaac-rae.com
DESIGN PROFESSIONAL INFORMATION:
Name:Clay Coffey
Mailing Address:430 Main St, Greenport, NY 11944
Phone#: Email:clay@isaac-rae.com
cla Isaac-rae.com
CONTRACTOR INFORMATION:
Name:Seifert Construction
Mailing Address: 11780 Sound Ave, Mattituck, NY 11952
Phone#:631.298.1036 Email:office@seifertconstruction.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $200,000.00
Will the lot be re-graded? Dyes IiiiNo Will excess fill be removed from premises? ❑Yes :No
1
PROPERTY INFORMATION
Existing use of property:Residential Intended use of property: Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes *No IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the"rower Code. APPLICATION Is HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,Now York and other applicable Laws,Ordinances or Regulations,for the construction of bulidings,
addltions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized Inspectors on premixes and In building(s)for necessary lnspectlons.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print nam lay Coffe @Authorized Agent ❑Owner
Signature of Applicant: CORM �D�t3f�{CIA
Notary Public,State of New York
No.01BU6185050
STATE OF NEW YORK) Qualified in Suffolk County
SS: Commission Expires April 14,2
COUNTY OF Suffolk )
Clay Coffey being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)heisthe Architect / Agent
(Contractor, Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application 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 therewith.
Sworn before me this
a I
r
da of i 2
Notary Public
PROPERTY OWNER i W HOPIZATi®N
(Where the applicant is not the owner)
Topaz-Page Green residing at 158 Mercer Street
New York, NY 10012 do hereby authorize Clay Coffey to apply on
my l. eflaif to the Town of Southold Building Department for approval as described herein.
12/9/2024
Owner's Signature Date
Topaz-Page Green
Print Owner's Name
2
Q M POLYETHYLENE COVER ITEM DESCRIPTIONSEPTIC FLOW-B BEDROOMS -2 BEDROOM S 75 SF/BEDEM 4 150 SF EL 17. ,,r LOCATIONS) R6
3 2 O 75 SFIBLD 0 O 150 SF=550 SF REWIRED ,z „,m ( ";w 4, Rl]ANN A� TO GRADE(p3-L^ L ry• fY 4 COUPLING N 1100 245 35 PVC SXS� ....
6 TOTAL
DOAI SEPTIC SYSTEM 400 SF .; P Y4
TANK AN71+� WE AMUM 2080
USE(6)8.5'X 4.75'X 4.6 DEEP LEACHING GALLEYS ,r Y"
r'" ...-�a--_
& PA CPB Ir c 71�
Q 24_7/8 m ti4�I cl ..._k'G a4.C A TOWN
"S Cr SGREW,1 a10 SELF TAP PPH ZINC
M c :., oµ t ..."^FASTENER 3/B 16 SS
` T, . HARBOR
� 112 t 8.59*(2•4.75))a 4.0'a 6-636 SF PROVIDED � a � �� 0 ��� �� ) .. ._.... �', � ) ........
.... -
8 .•: y > ik
...,,� n �, , - ,.ten.".N,++ ¢ri .. AR ! 16 GS
�d
r7.x GOTI4 ire ' 168T
3ULATI r LANE
ASSEMBLY,RE CIRCULATION 2A AN1100
Fr,. ... .., „ v ._^PIC 4o-P CODS PLATFORM COfNrPLETE
iP G
e2 m
%� pt m" ^ DR35
1 t4.'� i6 m... 75 m +" .-_M" " 94 m PIPE 9PVC SDR35 HAMLET OF
N '
�"1"tl. "1, INSTAL FLEXIBLE JOINT --"FINISHED GRADE . .- M L ,_ 3 B- SOUTHOLD
o
SEALE
RIGHT 4 SDR35
C'OWE BRILL TAM AND t" rr PVC SDR35
z INSTALL FLEXIBLE*ATERIIW
o ) .-...,., w AND SAFETY GRATING
.In ^� DRIVEWAY TO BE ,, "" OK OU WEST 2
BY IPE
EXIST TOWN OF
IIx RECONFIGURED NAHIIFAG'T T DWELLING R m ... .TO...,«. D ALARM FL .........__,. SOU 1 HOLD
TER A
CIS GRAINFIELD
..._.....-.
ENABLED.FLOAT
o /� t
rc' ac ' Nltl m B N
-d a aN q I. V ..,. ,.. �',-p�`y � E LOAM
�
DARK BROWN
� o Prepared By:
N +ca
2
J EXIST'FISH POND tll �• *i 4 G„,1 1, V, „, ' C m
I C BROWN SILT
u F
T"'L p n ine tl^i t '1.
o n r SEPTIC coNFIcuRAnoN
a EXIST WATER METER AND / r E REMOVED
n L
�' T.
TO
6T :"o� zar ti VVr♦r. V,`". SAGHARBO,N
SERVICE LINE E REMAIN- - 72"
�9�i
w .w.• _ ,.TEST r b 's r
"+ ,r" R .... ,„" r: 1^ �" V „�. "a. q tamv: �A.0 T".^;n EXIST 3 STORY SINGLE FAMILY �� ..,.,,,,.... 8y« _ ....,,,.,.,�,�. NY 11g63
o EXIST TO REMAIN u W V p A _POLYETHYLENE OWTS PALE BROWN
a -) 5, ?� k M" DWELLING TO BE 3"THICK BED OF COMPACTED '�' FINE SAND P
I
,. "4r 1 `
� A�PARTIAL1' L BASEMENT ._.......,__...... ............_....._.....- ,. .,. TREATMENT TAN I� � �ND,1MaxIMNMaNYL ID AecnoN GW IS � o'
"oesT u/c ELEc Abandonimm ofmwftti' 513am Mau be In NTS 1 C^9 �
" e TO REMAIN LLrrt g!1)liDl[
w l t I/ *w" V" rr, ^ae ",d' bd°r • LINE y1,e.. �C�e "MST HOLE PROVIDED BY MCUOIJALD
EXIST 1-1/2 STORY ww,"^,, y ,T r , �i w� ,� �" COmp)e)'Cd fom as 1 GEOSEAVICES DATED APRIL 2,2024. o µ
GARAGE a2(DRY) A r,.,...�. 2 u�'.; ,6,"�^ ,I
� � "� ezxa
SLAo ON GRa- ADE aw..T "., " 2 ,y � 4 EXIST Ll'M SE; � w HIGHEST EXPECTED GROUNDWATER 2.5'
FFE 15 ", + �.. BASED ON TIDAL RECORDS.
ire, a N(DRY) m HYDROACTION TREATMENT UNIT
I` -:'pr �`34 � ^ / r� 16V + ',:. MAIN DWELLING ELEC PANEL 1 09/I92024 9 Is:n AM
E14��E
ww y
u�� � *^" � �zz U .i3.u. ul..v. � "' WICK DB 2 �' ....�a ,.._. RECIRCULATION PUMP
x TO BE LAN
EL 15,T rx 'r° a y"'` rw k tl EAST o'TY DISCONNECT .. _ SITE INFOIIAUITI(kl SCALE PER P
w„ " ;•- ,.. r, REMOVED,TYP V SWITCH C8'U
" W MIDWEST ...._. .0 MIXER PUMP JOB NUMBER: 24-076
,gt P TIT SCTMs COOS-66-1-16
P065P Ag AIR HOSE
-OR 4 .....• ,.. TO DIFFUSER
"" M iz"e .., '. "„ "+ PP^�+ ,,... UPLAND AREA TSF,060(Zis F 0,7
T'T}78a SF A'8,77 ACRES)
L. 92,060
r + a
AREA
g--
w +ri1r ,lr w,:.., ..._ ,.._ �_.._._� _.,.._,_�._...-..>......� W5 N ._ .._,. _.
o "'ww p d ^�� � °/ TM"w, tl 1ECTRC TIMER ENABLED UNDERWATER GRANT-IVOO 5F(0.34 ACRES)
m
V
alrr ..�r.a y,,J ,✓r✓"ar'd,ylr �V,+" ........ PA 2 `. - �
EXIST DWELLING W/B BEDROOMS TO BE REMODELED BBO GPD
EXIST GARAGE h TO BE CONVERTED INTO POOL HOUSE W/0 BEDROOMS
EXIST GARAGE a2 W/0 BEDROOMS TO REMAIN
iHIGHWATER ALARM
,",,, SEE NOTE A3 � � EXIST CABANA W/0 BEDROOMS TO REMAIN
9 'tl* T X EL 2.0' ......IONS. ,.
BE CONVERTED INTO A POOL HOUSE ' ",+ '� CIRCUIT BREAKER SPECIFICATIONS o- PROP SEPTIC OACTIA FOR 1 BEDROOMS(BBO GOD)
/J EXIST 1-1/2 STORY GARAGE TI TO �" �GRADE ,r„xa ,,e/ ,�.,+, CB
[ ,s ZONE VE x mow,,, (1)HYDfl0ACTI0N 4.6 D (POUTS)CAST CON -
� w 'N. . n° .r � ..20 AMP _...-..-��_,....____
( GPO
POOL EQUIPA&T!f LOCATED INIOE) J E. (EL BI �'w.w CB A 20 AMP-NOT USED I61 B.5'X 4.75'X 4.0'DEEP PRECAST CONCRETE LEACHING
•.'" .P' d"�r� 1 ;..�. ___ _FIELD WIRING GALLEYS(LG) ...-M-_� .......
FFE 16.0 ,� "�`8 �" ✓ CB T•20 AMP _ (3)EXPANSION GALLEYS(EG)
d
"�7`„Y �"'"�"�" CB 3.20 AMP GROUND MANUFACTURER WIRING
""•f f" '� �1' "''"+ CB 4 10 AMP PNEUMATIC HOSE(FIELD INSTALL) LOCATED SOUTH CORNER OF TERRY LANE AND TOWN HARBOR LANE.
'7 �" ` SUFFOL
PROP GARDEN `'°+. -SST BULKHEAD
, CB B*10 AMP COUNTY DATUM-1988 NAVD
('� -w p �'` ._
F Y a��: - •,, ", WIRING D I A\F RAM MAT I C 3 BOUNDARY AND TOPOGRAPHY BY FIELD MEASUREMENT BY NATHAN TAFT
,�{p, !' CORWIN III LAND SURVEYOR DATED MAY 6,2024.
�,JJ" �`�,`, ""us° .HIGH WATER LINE NTS PROP STORMWATEA "f -........ ..._.
ORYWELL PER OTHERS,TIP v ROPERTI
LL IMPROVEDEANDITHIN 150 SEAVED BYAPBLICAL F WATER,EXCEP OF THE T PROJECT
250 TEARY LANE WHICH IS VACANT. P
" A V NO DATE DESCRIPTION
@.. r PAL NOTES:
EXIST 1-STORY CABANA '� SPLASH BLOCK TO REMAIN Rltir"'
A xr "OUTDOOR SHOWER GENE
1, sYBt, LEGEND IE-INVERT ELEVATION DRAWN BY IDP
d+r" "- A METHOD APPROVED BY THE
1Afa er, wrtlN k - .,-,-......_v...
SITE PLAN T (D SLAB ON GRADE $art mNC o p N9 b2229 Senrl m 2" OWTS SRAS•L TESTED FOR
TIG DISTRIBUTION BOX MIN-MINIMUM CHECKED BY: IDP
+ LF-LINEAL FEET
EgST WOOD DECK ""� YC C[-CAST IRON LG-LEACHING GALLEY DESIGNED BY
(DR TO BE REIAOUELED ��' /° TO REMAIN HTNESS PRIOR TO ARRIVAL TO THE SITE USING COMM-COMMUNICATIONS MAX-MAXIMUM
C 1 De. BEG
SEE NOTE 18 yr "� Call(631)852-5754,48 hours In 1 THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DW-DRY WELL NAVD NORTH AMERICAN VERTICAL - ""----*
FFE 71- -------- EL 2.0---••- "'.... -53'5VE advance,to schedule inspedion(s). DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER EG EXISTING GROUND/EXPANSION DATUM DATE: SEPTEMBER 16,2024
* AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE GALLEY NTS-NOT TO SCALE -
PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDK THE MAINTENANCE EL-ELEVATION O/H-OVERHEAD
CONTRACT WILL BE FOR A MINIMUM OF A 3-YEAR PERIOD. ELEC-ELECTRICAL OWTS-ONSITE WASTEWATER ••-
COU
P w N -ass C r rtcnnoN tlB Eon nF n. 7. THE SURVEYOR OF REORD SI LL DWELLING RECORD
TIE CONTROL PANEL AN FROM SCD GFOB-FACE OF PD-GALILONS FLOOR ELEVATION SCTM- OLK DEPARTMENT
CWNIY TAX MAP # 0 65-1-16
LEACHING GALLEY !` ", 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK FT OF HEALTH. FE--EXISTING TREA7MKC SYSTEM
THE
PER DAY
TIC-1
H SCTM 100 5TH
OWTS DISTRIBUTIOND BOX LEACHING ALLEY -LEACHING GALLEYALLEY +.. ,.w SNow,+r P.V= 0..R2 A.c e-,cxv m CONTROL PANEL TO THE JUNCTION BOX SHALL BE ENCLOSED IN SCHEDULE 40 PVC PIPE ALL GW-GROUNDWATER SCH-SCHEDULE
2 RIM EL 16,5 FG E.L 17�ITX w,yw F'c I-r-a N AND C. N ICTION PENETRATIONS INTO THE OWTS SHALL BE SEALED AND WATER TIGHT. HOPE-HIGH DENSITY POLYETHYLENE SDR-STANDARD RATIO DIMENSION
C.1 0" lEE IN WT30' IE IN IE OUT.60' IE IN IE OUT337' IE WT11„53 IE IN T1.53" c'av INOWTS 8, CONTROL PANEL TO BE PLACID ON AN 18-INCH HOPF PIPE PEDESTAL PLACED VERTICAL AND HFGF-HIGHEST EXPECTED TYP-TYPICAL
BOT EL S T
•,'r r RADE TO PREVENT WATER INTRUSION. GROUNDWATER ELEVATION U/G-UNDERGROUND
BOT EL 7.0' BOT EL 13.2' BOT EL 97,--...._. BOT EL 9.T F-FINAL Aa aovcr.,
CLEANOUT"......... SEE NOTE 14- SEE NOTE 15_ THE
GE
INDER SHALL NOT
10 INSTALLATION OF THE SEPTIC SYSTEM.THE INSED TALLER
OF THE OWTS.
25 m_ ...,,.,,,,. ,� � tlIVS'69,LlA,fA G54� PtE1D'VF�'E4`B7?�lST60.LL'r' FARNCN3.'Pa?TFE
TALLER SHALL NOTIFY� ENGINEER OF X X-DETAIL
FfF '!" EXIST GROUND MOSER
COVER 1 MIN CFdNTROA.PAAE.L PUPW AAA . tl G p P� �,.".."7B HDPE PIPE RECORD OF ANY DISCREPANCIES. Y-CALLW A PAM SEPTIC
2'MAX IN POLY TMERE EUIOLdYSaAIE�,m `W::.+' ,+"j',� PLACED VERTICAL 11. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE:I/A OWTS THE 1/A OWTS Y Z Z_DETAIL E10CA,,TEdN
,...,. ,., _.-. rt "...... _ _". r' TONRECEIVE THE
CHAMFERED 12. MAINTAIN THROUGH THE
OFSEPARATION OF 10-FEET BETWEENBETWEEN THE PROPOSED
LINE AND NEARBY
. - . , . TOP OF TIE SITE PLAN
0 15 0B, LG.
SEE NOTE 9,10 B 11 - IT^ "-"� SEE NOTE 8
10 w 13. TT THE W CIF DREAM:IN TEE MAIN DWELLING ELECTRICAL PANEL FOR THE 0WWT6^ IA/OWTS a F1�df87AC"lion
N OWTS LG LG
18„3 LF PIPE(2 LF 4 � SEWER/STORM COMPONENTS.
THE OWTS SHALL NOT EXCEED,A DEPTH 0}'17 F�RSM YFINTSNEA pRAOE "" I
^^^ , ,..,, 15. 'SEWER DIM OF DISTRIBUTION BOX$11ALL NOT EXCEED 4;0`FRW FINI" D GRADE, SUFFOLK COUNTY DEPARTMENT Or HEALTH SERVICES
CI PIPE t 14.3 LF 4 5,9 LF 4'PVC PIPE D3034 EXISTIN w OM POOL PXXISE SMALL BE 70,5 LF PIPE(P LF 4"C1 PIPE 70 LP 4"
PVC D3034 SDR 35) 5 SDR 35 o S=0.0104 MIN 1'n. GAWATU-�"" '`^ ,m^w. AWWA PVC C900 PIESM PIPE)0 SNd, WA WITH NE OUT,1546.C'ONTAACTOR SHALL PERMIT FOR APPROVAL OF CONSTRUCTION FOR A
O - .. ....,�'.... ... OACTISN CONTROL "AIR HOSE AND A'ECT INSTALL XI TI R- ILI GREATER SHALL
THUOWREC FROM THE HERE A Poal H.-[0 RESIDENCE AND
1a 5=0.0208 MIR.�..•--•-----.I" ........ .lE 25,.. ELECTRICAL SUPPLY 17,. SECTIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE RECONFIGURED WHERE A MINIMUM SIN HDR4tlooa')
1 """' 0 HYDR TROL PANEL OF 1B VERTICAL SEPARATION TO THE PROPOSED POOL HOUSE SEWER LINE CANaOT BE
o T 10 20 30 40 5dh 60 70 BD AND COMPRESSOR PUMP TO TREATMENT UNIT MAINTAINED• p
q SEE NOTE 7 18. UTILITY SINK SHALL BE REMI�VEY}. DATE 10 9112024 MIS l0'CF 11112.105
5 LF 4 PVC PIPE 03IT34 19. WATER LINE JOINTS SHALL BE AT LEAST 16 FROM THE POINT OF CROSSING. A1" ,.CONTROL PANEL 5 WATER MAIN STANDARDS OF CONSTRUCTION FOR THE ENTIRE LENGTH OF THE SEWER LINE
SDR 35 a S"O.OaD4 WIN S E SEPTIC PROFILE 4 AND SHALL BE PRESSURE TESTED TO ASSURE WATER-TIGHTNESS PRIOR TO BACKFILLING. EXPIRES
SCALE:1 20. SEWER LINES SHALL BE CONSIRUCTED OF MATERIALS AND JOINTS THAT ARE OUIVALENTS TO
N liaUNAH Tairirelx„Aap�rbBlilacc�Ic�JxP q C-1
o PIRES THREE YEARS FRUfvC DATE OF APPROVAL
m "-10' C-1 NTS IPW2 C.`) 21. CONTRACTOR SHALL PNEUMATICALLY PRESSURE TEST THE PROPOSED SEWER LINE PIPE WITH
...............� ....-
5 PSI FOR 15 MINUTES AND 0 PSI LOSS. SOON APPROVAL
DRIVEWAY a k
GREGATE\ { p „,r FINISHED SRADE ^-END PLUG
o / / Y TO BE \ m
EXISTPow
2080 EXIST GRADE
.' ,.. �4 .,«F. HD
Efl AND BOX
,�' V »•„�
ear d I 1 .....,. --
.. M HOLE ° r HDPE VALVE BOX, ,,,� EXITU/GELEC TOWN
l�l
d f EXIST COMM LINE-,.1
t - LAMP .0 s r SERVICE LINE
^, r,,,„ w „._ •� " 1r� "d •� / PVC SEWER PIPE, ,,, PVC PIPE D3034 ^„
PAST ' M F TYP - - 5DR 35 W.....�.._... � HARBORLAN
R
k/" P h 5 ABNJJ
h J
^. m PROP SWIMMING I '*. 'r - _
15 1 PVC 22.5 BEND m
w +� `'w m m m r ` a TO owTS z z
z X .. V m.,., ,� FROM
POOL FENCE�� � +�'
ATM
} �'` /Tw"' «a. '� +' 4 DWELLING W.�...- TO
w PROP SWIMMING � d TER DWELLING HAMLET OF
,. POOL GR'1' f..4..-'�., "w; E ea i F ^
o v 1 � ClTO PVC PVC WYE
` -EXISIN SUPPLY
\,,, ""„ PROP WATER SUPPLY LINE SOUTHOLD
TO SEE NOTE 17 / DW . n^ .. �. i C d HOUSE ADAPTOR SEE NOTE 12 B 19
IU CL
I
/ �NW�R �Pu Uro t �w m BE A� NTS EANOUT �12o-2 ' > TOWN OF
��aec„LINE
UTILITY CROSINC #1
z 1 1 ,: LeiBNE To eE c x I N I � NTs� C-2 C-" SOUTHOLD
/SUPPLY LINEYELEG LINE
ABANDONED +� I UM
OP WATER
o
o SEPTIC Prepared B
SEE NOTE 12 a 19 ^
r Rp'dOP U/0 A1A OOMM P 3''
ENVELOPE,TYP^ ° AND ELEC LINES TO WkSWAM
�" �• �. .; mmEXIST U/G ELEC `ry,+°I] , ]� r .^ ONYTS } 20"POLYLOK EXIST Cr1'iA97C^....
f r', ,+'^ \, DI GRADE ON BOX
"" ,." .rca•... LINE TO REMAIN pi"` �/ r Must�J2 comprised L""r" 1 R—i pipe the entire
SEE 1 FINISHED SAFETYPOLYLOKG3009�NG .. - p 4PVC 030344*R-ft'
WASTE LINE ,
TO BE REMOVED ST SEPTIC PERr v fi Ar'"" +.� �� GRADE 1 AND RISERS _I" ...._ k"C�k;'' k� �`
SOCKN STAripAD1AS R '°1' ,r"`'"� OW1';S y ¢ � � ` j] nr' HIE TO SAG HARBOR,NY i1'.0
1 �s r X m z �aw7sROM
k°k„k n rTmermmT'
WX
a. .,m. 4, /r" w FROM 963
a p ] r ry- y+ 'f :y w J OWTS �.m.. TO DRAINFIELD
taEWA1 p, w. , EXIST0 d a
+ , .. r, �' r ,'�" x �. EXISTU/GELEC
'o A 1 ..n N y+,� ''• ^"'r ++ ��"'� ^ '� y/ » why *�y„ .. ^ g'"m PROVIDE SPEm LEVELERS .-4"THICK PRECAST CONRETE NOTE 17INE .^SERVICE LINE
Yiw^PROP MA'13LIC L1 "` ON ALL OUTLET PIPES SUPPORT BASE SEE NOTE 17
rv, PROP WATER SUPPLY LINE
(WAUTILTER LINEI,ITY STYP„ m + `.: r:i ^ � �p ,"'.^»„,.,, ,% "•••�••` .„„,^ +^ .f 'NO F�A94. "ING
SEE NOTE 12 B 19
,. 1 ,1(.. �s ""
m+ r. 'i, r ""^«.._ ,,,..^ N CWd1TEOtl.PArokT. _.......
t
� I ��' DISTRIBUTION BOX 4
PROP ouTocat EXIST , :.1Jv�1w� �.dY d . 1 C 1 C 2
SHOWER AND GARAGE fi• ,✓" •. ^� " �. ` C" '2 '-k 2 NTS 09/i9/2o2a 9 i5.13 AM
C T
6 1 0 4 .M^'
o CHANGING ROOM "+. 1� d r. :r UTILITY SCALE:PER PLAN
CROSSING #2
J EXIST BRICK rw P JOB NUMBER: 24 076
PROP BASEMENT NTS C^2 C 2
BBO TO REMAIN- ENTRANCE
w ` EXIS1 U/6 CSMWIIm;,r.„w
LINE TO RCMAJM , � �^ ��' / � ��,
�m �
FOR OUTDOOR ,..T DRIVEWAY
/ '„.� ✓`' N 6k EXIST
TM P&4'4UPo O
SEC NOTE 1T
m PROP FLO-WELL f " 0 REMAIN
FOR OUT H R EXIST AGGREGATE r.„ p / r „' " r,
Jp JP DWELLING
�f
AY TO BE w
SHOWER-.......................� REMOVED °"
'5FE.CM1TaWS1 2O 5.21• J r_,' �,. ;"" F „ „.. " r:^,•�. r" '� ,,. A I,Jr,r
a .
r
o6sr
P 6
4
BE CONVERTED r 1 6.3 w✓w, .^ .v,.
M 5 �.
I ,r �,.. 9"�Iwb,: 'dtl S� ^'µ 41R5+' ATIA / f I
tiPER ^ ,r. ........,..._ -
INTO POOL HOUSE � +� C�Y1YE1.tl.S
F #� H`
EXIST ABOVE EXIST U/G ELEC TO RE
PROPANE TANK TO REMAIN T
LINE TO REMAIN
UTILITY BOSSING 2 EXIST U/G ELEC(SEWER LINE)- LINE TO REMAIN
SEPTIC CONFIGURATION rl-"� —DATE DATE OESCAIPTION
SCALE 1 =10' C-1 C 2 DRAWN BY: IDP
DESIGNED BY: IDP —.
CHECKED
.BY:
:.......BEG
.....— ..................
DATE: SEPTEMBER 16,2024
_- „, .........
SCTM*1000-65-1-16
SEPTIC
DETAILS
a
Y
C-2
o X-DETAIL MMER
Y-CALLOUT PAGE
Z-DETAIL LOCATION
o S1SAi:,M"OVAC.
NOTES
/ � Asscssc)Rs
5 � 1 / (A
2080 TOWN HARBOR LANE /
SOUTHOLD, NY 11971 b 5 ' ( � NO. DATERAWING ISSUE
FOR
1 12/4/2024 SOUTHOLD DOB FILING
2
SCTM# 1000-065.00-01.00-016.000 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION BUILDING PERMIT REFERENCES:50929 IPOOLI&50928(MAIN HOUSEI 3
4
1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 AND
TH BEST TRADE BUILDING CODE AND 5
SITE PLAN FOR:2080 Town Harbor Lane,Southold,NY 11971 WILL COMPLY WITH 2O20 NYS RBC&20181BC REQUIREMENTS,AND THE BEST TRAIT PRACTICES.
STM 1000-65-1-16,ZONED R40 2 CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE B
( ) SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS 7
SOUTHOLD TOWN,SUFFOLK COUNTY,NY WORK THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS SHEET LIST B
P EXECUTION.NO ALLOWANCE SHALL BE MADE FOR ANY EXTRAAND/OR MATERIALS REQUIRED OR FOR 9
INFORMATION ALLOWED EXISTING PROPOSED DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE
_ CONTRACTOR SHALLTAKE ALL NECESSARY MEASUREMENTS FOR HIS WORKATTHE SITE.VERIFYALL T-000 COVER SHEET 10
LOT AREA 77,060SF CONOITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TOTHE T-004 PLUMBING RISER DIAGRAM 11
ARCHITECT. 12
3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE
LOT DEPTH(FT) - 319'-71/4" - PROJECTSITE WITH THE OWNER AND ARCHITECT.THE
AX-1OO PROPOSED POOL HOUSE PLAN
PURPOSE OFTHIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THATTIFEWORK IS AX-200 PROPOSED POOL HOUSE ELEVATIONS Revisions
LOT WIDTH 282'_18" DONE IN ACCORDANCE WITH THEAPPROVED PLANS. AX-300 PROPOSED POOL HOUSE SECTIONS
(� 4.BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF Revision
INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES Number Revision Description Revision Date
LOT AREA BUILDABLE(MINUS EASEMENT) 25,251 SF REQUIRED BY GOVERNING NEW YORKCITYAGENCIES. Cl SEPTIC SITE PLAN
S.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE C2 SEPTIC DETAILS
MIN.FRONT YARD(FT) 50' 77' 77' THAT THEWORK HAS ALTERED TWITHOUT PRIOR WRITTENAPPROVAL FROM THE ARCHITECT.
HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN E7ERMINED
to 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECT TEMPORARY
Y MIN.SIDE YARD(FT) 15' 35' 35'-10" 35'-10" CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS,
L, SERVICE LINES AND CONDUITS SHALL BE GUARDED,SHIELDED OR BARRICADED TO PROVIDE SAFETY
GO MIN.REAR YARD(FT) 100, 113'-5" 113'-5" AND TO PREVENT CONTACT WITH PUBLIC.
F 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS,GROUNDS AND
PROPERTY AND PROTECT THE SAME FROM INJURY
y MIN.ACCESSORY SIDE YARD(FT) 20' - - 8.CONTRACTOR SHALL DETERMINE LOCATION,PROTECT AND SAFEGUARD ALL UTILITIES ON AND
ADJACENT TO SITE.
MIN.ACCESSORY REAR YARD(FT) 20' 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED
AS A RESULT OF CONSTRUCTION FOR THIS WORK. THIS APPLICATION IS APPROVED ONLY FOR WORK
10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT INDICATED ON THE APPLCATION SPECIFICATION SHEL7.ALL
ALLOWABLE COVERAGE(20%) 5,050 SF - - ALLTIMESAND FORTHE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIORTO FINAL OTHER SSHOWN ARENOTTO BEREUED UPON.OR
COMPLETION.
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
TOTAL EXISTING COVERAGE - 11,266 SF - 11.OF MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION ACCORDANCE WITH APPLICABLE CODES.
OF- ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS.
TOTAL PROPOSED COVERAGE - - 13,654 SF 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL
AUTHORITIES.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND
ALLOWABLE GROSS FLOOR AREA(GFA) 6,953 SF - - MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND
INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE Consultants:
TOTAL EXISTING GROSS FLOOR AREA - 5,290 SF CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR Surveyor:
THE EXECUTION OF THE WORK
14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED Nathan Taft Corwin III
EXISTING GFA GROUND FLOOR - 2,717 SF - FOR OTHER TRADES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,ETC.). Land Surveyor
1S.SPRINKLER,MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS
EXISTING GFA SECOND FLOOR - 1,487 SF - LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- P.O.BOX 16
OFFS. Jamesport,New York 11947
16.THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF '
EXISTING GFA THIRD FLOOR 1,086 SF THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE
THE JOB.
TOTAL PROPOSED GROSS FLOOR AREA - 5,385 SF 17•ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY
CAPPED OR PLUGGED.
18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE
PROPOSED GFA GROUND FLOOR - - 2,812 SF OF ACCEPTANCE BY THE OWNER AGAINSTALL DEFECTS IN '
MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE
PROPOSED GFA SECOND FLOOR 1,487SF CONTRACTOR TO THE OWNER.
19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF
PROPOSED GFA THIRD FLOOR - - 1,086 SF SKITHE CONTRA TOR.U COMPLETENESS.
COMPLETION
20.THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR DEPARTMENT OF
BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED.
ALLOWABLE BUILDING HEIGHT(FT) 35' - - 21.NO WORK SHALL BE DONE,EXCEPT BETWEEN THE HOURS OF 9:00 AM.AND 5,00 P.M.MONDAY
THROUGH FRIDAYS.EXCEPT AS OTHERWISE AGREED TO,NO WORK SHALL BE DONE ON SATURDAYS,
PROPOSED BUILDING HEIGHT(FT) IIGTOPE"" SUNDSTIAYS AND HOLIDAYS,AND NO URBIINGTO BUILDING OCCUPANSRSHALL BE ONEBEORE1090AMK THAT CAN PRODUCE UNUSUAL�ISES7HATMIGHTBE
22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS
OUTLINED IN THE ALTERATION AGREEMENT
23.THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED
24.PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING,HEATING AND INTERCOM
LINES.
Architect of Record:
SITE PROTECTION PLAN: SYMBOL LEGEND I SAAC - RA E
1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE 430 Main Street
EGRESS AS REQUIRED BY NEW YORK STATE,SOUTHOLD TOWN AND SUFFOLK COUNTY __ 2nd Floor
2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS,INCLUDING THOSE WITH RESPECT TO OCCUPIED _ sTcm,xrem Green port NY 11944
DWELLINGS,AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL R¢rrnaem O De¢000eso¢aa[7 P
BE STRICTLY OBSERVED. Contact:Isaac Clay Coffey R.A.
3.HEALTH REQUIREMENTS.SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF NYS LIC#039767
_ DUST,DISPOSAL OF CONSTRUCTION DEBRIS,PEST CONTROL AND MAINTENANCE OF SANITARY
FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. - pET1'"�'"m Q'Isiwymowsama0 T.347-276-6093 E.claypa Isaac-rae.com
3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW
RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT Project:
MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. -{����
4.COMPLIANCE WrTH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEWYORK CITY HOUSING - °�PT' °I \J- °^'"1°�P
MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL Town Harbor Lane
BE STRICTLY OBSERVED.
5.STRUCTURAL SAFETY.NO STRUCTURAL WORK SHALL BE DONE THATMAY ENDANGER THE SITE OR IxraLaowH 1¢v�anDHsau 2080 Town Harbor Lane
CONTRACTED WORKERS - Southold,New York 11971
6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH
CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT _
Project No.:
FEDERAL HOLIDAYS -
7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT,HOT WATER,COLD WATER,GAS,ELECTRICITY,OR �1_ ------ae[aa•m IR-02
/ OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED Seat/
Si
Si.
THEREIN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS - c„ /
TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE \!�� G CLAY CpF� r�
REQUIREMENTS OF SOUTHOLD TOWN&SUFFOLK COUNTY.IF A DISRUPTION OF ANY SUCH SERVICE IS
ANTICIPATED DURING THE WORK,THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF ❑i - wuLr„e vma<-rwuvx rn ec
SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION,
INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH M
DISRUPTION. `+. .���' A
ABBREVIATIONS
��r11
AFF ABOVE FNLS ED FLOOR CL CLOSET FL ELEVATION &0. BY OTHERS/OWNER LAM. LAMINATE N.I.C. NOT IN CONTRACT RA RETURN AIR TEL TELEPHONE ~ a
A.P. ACCESS PANE. COL Coum 04EIL EMERGENCY a- GLASS LV. LOW VOLTAGE N0. NUMBER REV. REVISF/REVLSION T.B.D. TO BE DETERMINED
ACWS. ACOUSTICAL LONG CONCRETE EQ EQUAL GRL GRILLE MAIL MATERIAL D.C. ON CENTER R0. ROUGH OPENING TYP. TYPICAL
03976' �O
ADJ. ADJACENT COW. CONSTRUCTION .OH UNLESS
- EQpT. EQUIPMENT Cdl. GRGRID FAULT INTER. MAX.MAY. MA1tONLB1 OPNG OPENING SCFFD. $Q1fDOE
A/C AIL CONDITIONING CONT, CONTPRAUS OTHERWISE
AL ALUMINUM DTL DETAIL Ems. EXIS1fNG HND GYPSUM WALLBOARD MECH. MECHANICAL OPP✓OPH PANTED
HAND SECT. SECTION OF IN F1IT. DOBIOR FIIDRL FWMmRAL MTL_ METAL PTD. PANTED SHi. SLEET NOTED
_ APPROX. APPROXIMATE DX DIMENSION FI,L Fplly{ HDWD. HARDWOOD AN. M@:PIM PARTN. PARTRION � SpGpR VJF. VERIFY PI FIELDARCH. AROffTEC UI DR. DOOR FIN.FL
FINISH FLOOR HVAC HEATING,VENT /C MISC. MISCELLANEOUS PL PLASTER SC SOLID CORE VTNCT
VINY
BLKG BLOIXMG DBL DOUBLE FPRF. FIREPROOF H.N. HOIJDW Na4TAL MRDG. MOLDWG PLYWD,PLY PLYWOOD SQ.FT. SQKIAREFOOT '
- CLG DOING ON. DOWNOVI& DRAWING S.C. SELFCLOSWG HORIL HORIZONTAL T. MMO�N POS. POINT OF SERVICE SML STAIllESS STEEL COMPOSITION THE Date: Scale:
ITH
CJL CELING HD6IT FL FLOOR IN. NICHES gy. QUANTRY STD. STANDARD WJ W Dravrirg Title: As rvorso
NOK NOMINAL RECESSED W/0 WITHOUT
RDDa FLUORESCENT JIL JUNCTION
5TL STEEL wD. WOOD COVER SHEET
EL GT. CERAMLTIF ELEC L CENTER LINE EA. �EIECTRIUFIFCDLICAL NA NO APPLICABLE PEQ'D REQUIRED STIR STORAGE
� FT FOOT/FFET !$ .IINCIION BOX u°'i-
In
In
fV
,p IraWng No.:
N
O
a - T-000 -
ilililililililililililililililililililililililililililllilil
NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
1 12/4/2024 SOUTHOLD DOB FILING
2
3
4
5
6
7
8
9
10
11
12
Revisions
— Revlsian
Number Revision Description Revision Date
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THEAPPUCATION SPECIFICATION SHEET.ALL
OTHER MATTERS SHOWN ARE NOTTO BE RELIED UPON,OR
TO SE CONSIDERED AS En HER BEING APPROVED OR IN
ACCORDANCE WITH APPLICABLE CODES
Consultants:
Surveyor:
Nathan Taft Corwin III
Land Surveyor
P.O.Box 16
Jamesport,New York 11947
SANITARY RISER DIAGRAM, N.T.S.
Architect of Record:
ISAAC - RAE
<-veM P�LHCN E————————Pewe aoo ————— o� 430 Main Street
L.uNeB s N gNowER
—
-----r---- — ———I--——————r--T-------I GrenlportNY11944
—n. Contact:Isaac Clay Coffey R.A.
+-wAsrEUNE :� I + IvENT I NYS LIC#039767
E SHuro�vuves �j I�'�'' _
I We I I Eq T.347-276-6093 E.clay@isaac-rae.com
AxO ANACCFSa
elsTR BRANCH uuE I+. I I In•onwN wu
r rz-eN Project:
WASHER
_ I Town Harbor Lane
+•w 2080 Town Harbor Lane
Southold,New York 11971
Project No.: --
IR-02
�T�—PROPosEo aeuT our Seat/Sig re,
5 GAY
PR�SEO SETTI LW
CSYSfEN.E E TO SIIFFIXI(LOUNry CO\ G F
0.
f•151.� -�'4�i
DOMESTIC WATER RISER DIAGRAM, N.T.S.
NOTE:AS PER THE PLUMBING CODE,ALL SHOWERHEADS,PRIVATE
LAVATORY FAUCENTS AND WATER-CLOSETS SHALL MEET THE 03 9761 0
SPECIFICATIONS REQUIRED FOR THE WATER SENSE PROGRAM
LABEL AND SHALL BEAR SUCH LABEL,OR SHALL BE APPROVED IN q—DCF—— ——————— —————————T- ——r ——— F NE`Ny
ACCORDANCE WITH CODE. I I
I C�9EB8� fl
ALL HOT AND COLD WATER LINES TO BE INSULATED AFTER ' fi I
INSPECTION PRovIOESHUT OPr I I
vuveSM AN ACCESS I I I Date: Scale:
NO PLUMBING WORKSHALL TAKE PLACE BEYOND THE SCOPE OF PANELATRISEHRRANnH y.•Hw._--- -----..--,—.- +-Hw.._.—.-_-- - - - .-y+•Hw_.�.-Hw..,-.--..--�,.•HW.-1
UNE r--- I 1 �-----r----- I r ASNOTEO
D_ WORK OUTLINED IN THE PLANS. ----aa•cw-----.-------..--.i..—a.cw-----v+-pv—.-a.Cw_---------..ar.•uw-.—au•cw—;---.--.—avcw= Drawing Title:
wATE,E C,CE: I I i i I PLUMBING&GAS RISER DIAGRAM
Iran,— MAXIMUM FLOW RATE OR OUANTITIY xEw sEEa ncz �,c—,,�! I ,
m LAVATORY,PRIVATE-1.5 GPM AT 60 PSI I I I NE I '"u' We I y ,,ER
N HAND-HELD SHOWER HEAD-2.0 GPM AT 80 PSI
_ SINK FAUCET-2.2 GPM AT 60 PSI FLoon l i I I �E I I I I ��
N WATER CLOSET 128 GALLONS PER FLUSHING CYCLE OR Dewing No.:
p EQUIVALENT DUAL FLUSH
N
= T-004
NOTES
CONSTRUCTION PLAN LEGEND: GENERAL NOTES:
1.EXISTING STRUCTURE TO REMAIN. ARTIAL CONVERSION TO POOL HOUSE PROGRAM WITH REMAINING AREA AS STORAGE TO REMAIN.
EXISTING WALL TO REMAIN 2.RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. DRAWING ISSUE
3.CONTRACTOR TO VIF ALL DIMENSIONS. ,
0 PROPOSED WALL 4.EXISTING SLAB ON GRADE FOUNDATION TO REMAIN 0 024 DOL 1 1214/ SOUTHOL B FILI
NG
2
NO PROPOSED SCOPE 3
4
AREA OF EXISTING FINISHED OFFICE SPACE 5
6
AREA OF NEW POOL HOUSE 7
8
9
10
11
12
NEW WINDOW EXISTING WINDOW TO EXISTING WINDOW EXISTING
BE REMOVED AND Ax-zoo TO BE REPAIRED& PROPANE
REPLACED WITH NEW PAINTED TANK Revisions
STORAGE ENTRY t
Revision
DOOR 40'-6"VIF Number I Revision Description Revision Date
7'-31/2" 2'-4" 1'-71/2" 3" �T-0" 1T-7" 2'-4" 4'-81/2"
Cr
O
N r _--r-
IS P
I
INDICATED ON THE APPUCATIONSPECIFlCATIONSNEEr.ALL
NEW WINDOW I I I OTHER MATTERSSHOWN ARE NOTTO BEREUED UPON,OR
EXISTING\ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
I I FRAMING TO ACCORDANCE WITH APPLICABLE CODES.
N I DEMOLISH REMAIN
I I I I EXISTING STAIRS
I I I I
Consultants:
J
EXISTING CHIMNEY I------ II Surveyor:
TO BE REPAIRED AS L-----�� Nathan Taft Corwin III
NEEDED EXISTING FINISHED I TORAGE Land Surveyor
D "/4MMO
bRWCTf% 227 SFACE ___ / JaOmesport6New York 11947
ITO RR MAIN Ir II O REMA N is
T----jl
EXISTING WINDOW TO -----�I
BE REPAIRED AND / I + -'p3 2V!202 6 I II
PAINTED(X2) _ / FAKROLWF L------il
IE ATTIC LADDER -----�I
I I OR EQUAL TO I ___-_-II \EXISTING NEW 2X6 FRAMED
ACCESS F— COLUMN INTERIOR WALLS
IL I ;STORAGEABOVEI L-----� TO REM IAN \TYP. EXISTING 3Axzoo
? I I II OLUMN\
Ax-zoo a - I ------4I \\ O REMAIN
N N I II
Architect of Record:
NEW DOOR I ;NEW WET B_ARIL
MINI I o o I `DISH 3'-5" I SAAC - RAE
4 !i FRIDGE, (WASHER 430 Main Street
— 27"W SINK] — _ 2nd Floor
3,_0"
Greenport NY 11944
Tn Contact:Isaac Clay Coffey R.A.
11'-3"VIFj (19'-1"I T-11 3/4" NYS LIC#039767
101/4"1 143/4j 3,-0"1 T.347-276-6093 E.clay@isaac-rae.com
i� ;NEW DOOR 1'-6 2'-9" c Project:
OUTDOOR Town Harbor Lane
.POOL HOUSE SHOWER I Town Harbor Lane
tW' ASHER Sout_-I (NEW DOOR' _ la ` Southold,New York 11971
�!03 SF,—'
I I I Project No.:
— Joe, I I 3 __ _I ) CHANGING IR-02
NEW WINDOW I (TI POWDER ROOM, foI ROOM I sea Signature:
=36 SF —-—Ig1 -h-— 7
-
-- -I-
� I 19 1J 7L-1111/4' �•��u�'j.�.
3'-81/4" 4'-2" 61/2" i 3'-81/4"
11'-3" 1'-9" 3'-111/4" 13'-43/4" 2'-10" 2'-10" 2'-31/4' 41/4" 2'-6" 63/4'
NEW WINDOW z NEW SLIDING DOOR UNIT NEW WINDOW IO�''976T OQ�
— Az-aac -zoo I I
Data
Drawing Title:
a
PROPOSED POOL HOUSE PLAN
rn—
r
m
N
PROPOSED POOL HOUSE PLAN DawingND:
S
1
O1— cale: 1!2"=1'-0'
a — AX
— 100
NOTES
GENERAL NOTES:
1.EXISTING STRUCTURE TO REMAI . PARTIAL CONVERSION TO POOL HOUSE PROGRAM WITH REMAINING AREA AS STORAGE TO REMAIN.
2.RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. DRAWING ISSUE
_ 3.CONTRACTOR TO VIF ALL DIMENSIONS.
4.EXISTING SLAB ON GRADE FOUNDATION TO REMAIN
NO. DATE - ISSUED R
1 12/4/2024 $OUTHOLD DOB FILING
2
3
4
5
EXISTINGWINDOW RELOCATED HVAC NEW STORAGE ENTRY NEW WINDOW 6
EQUIPMENT DOOR 7
— B
9
10
11
EXIST
I I 12
! ® TO REMAIN
INOOW Revisions
Revision
_ -J Number Revision Dascriptlon Revision Date
J
I I f I i I kil
EXISTING PROPANE THISINDIAPPLITEDO THE IS AAPPROwN ONLYFORWONN
DINER MATTERSSHOWN ARENOTTO BE RELIED UPON,OR
SHOWERWmiCEDAR TANK INDICATED IDERE ASEITHERBPPLICATION SPEING IFICAMONAPPROVE ORIN ALLPROPOSED OUTDOOR I
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
CLADDING I I I ACCORDANCE WITH APPUCABLECODES.
fJ J I
Consultants:
_ I Nathan Taft Corwin III
f j J 1 ] Land Surveyor
P.O.Box 16
—_�-1—I—_—�—
I _1 I 1—_1 I 1—_1 I 1—_-1 I 1_1 I 1—_��—_—III—_—�_��—_���—_—
- - - - - - 1 I I I� � �� I I — I I _ _ _ _
— = I =1 = — = 1= =1 = I I=1 I =1 1=III=III=III=III=III=1 I =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III- =1 11=III=III=III=III=III=III=III=III=III=III=III=III=III=1 I I=III=III=III=III=III=III=III=
—III I I I_I III—III II III II _I I_
=1 1=III=III=III=III=III= 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1�I=I�
I = ____ =_I__ ______- = ___— =I =I =III=I I =I I =III=III=III=III=III=III=III=III=III=III=III=III=III=III= =I I =I I =I I I=I I =I I i=l =I I I=I I=I I=I I =I I I=I =I I =I =I I I=III=III=III=III=III=III=III=
—III—III— I I—I I I—I I— I —I I—III—III—III—III I I III III III—III I I I I—III—III—III-1 I I—I11—III—III—III—I11—III—III—I11—III—III—III III-11I—III-11I—III—I11—I I
III-III-III III. III III III III-III III III III-III III III III-III-III-III-III-III. III-III-III-III III III III III III III III III-III=III-1
1 PROPOSED POOL HOUSE ELEVATION 1 31 PROPOSED POOL HOUSE ELEVATION 3
Scale: 3/8"=1'-0" Scale: 3/8"=1'-0"
NEW WINDOW NEW GLIDING DOOR SYSTEM NEW WINDOW Architect of Record:
ISAAC - RAE
EXISTING HOIST SYSTEM
-REMAIN 430 Main Street
2nd Floor
U11'u J EXISTINGACCESS Greenport IN 11944
- HATCH TO REMAIN Contact:Isaac Clay Coffey R.A.
NYS LIC#039767
T.347-276-6093 E.clay@Isaac-rae.com
I i I
! I Project:
Town Harbor Lane
— I I
2080 Town Harbor Lane
I Southold,New York 11971
.1 I Project No.:
I i i I I i t IR=02
EXISTINGWINDOWTO 11 1 it 1 11 II 1 I LI I! NEW DOOR eaV$
BE REPAIREDW) I II I It It II I i1 I II 11 GAY CO
! 1 I NEW WINDOW NEW WINDOW
I I I 1 J I p-`•; . 1
ooe
J1
! 11
a 111 111 039761
— I�—III_III_III_III_III—III_III—II�_II�_II�—III—II�_II�_I�I_III—III_III—III_III—II�_II�-II�_II�_II�_II�—III—III III = _ = III � _ _III_III_III—III-III—II�_II�—III—III—III I� _ _ _ _ _ _ _ _ _ _
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,_ ,I_,I._I ,_,,,_,,I_.I,_,,I_,I,....-,,,_,,,-,I,_I,,-,,,_,,,_,,I_I,I_I,I-,
—III=III=III=III—III—III=III=III—III—III=III—III—III— — — —I —I —III—III—I I— Data: scale:
nsNoreo
d DiTitle:
N PROPOSED POOL HOUSE ELEVATIONS
In—
m 2 PROPOSED POOL HOUSE ELEVATION 2 4 PROPOSED POOL HOUSE ELEVATION 4
Scale: 3/8"=1'-0" Scale: 3/8"
.a Drawing No.:
N
O
V
a — AX-200
i l I l I l i l i l I l I l I l I l i l I l i l I l i l I l I l I l i l i l I l i l i l i l I l I l I I I I I l i I I
NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
1 12/4/2024 SOUTHOLD DOB FILING
2
4
5
6
7
8
9
10
12
I Revisions
I
— I I Revision
Number Revision Description Revision Date
I I
17 1/4"
VIF EXISTING RIDGE
BEAM TO
I REMAIN
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THEAPPUCATION SPECIFICATION SHEET.ALL
OTHER M/D1ERS SHOWN ARE NOTTO BE REUEO GPoN,OR
I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
_ ACCORDANCE WITH APPLICABLE CODES.
I
I
I PATCH ROOF consultants:
SHINGLES IN Surveyor:
KIND AS NEEDED
Nathan Taft Corwin III
I
— I Land Surveyor
P.O.Box 16
EXISTING ROOF Jamesport,New York 11947
NEW 8" ASSEMBLY AND
COMFORTBATT I RAFTERS TO
THERMAL BATT I INACCESSIBLE REMAIN
INSULATION NEW 2X6 CRIPPLE WALL ATTIC SPACE
— I
NEW PTD.1/2"GWB
AT CLG,TYP.
NEW PTD.5/8"GWB,TYP.
5 1/2"THICK COMFORTBATT EXISTING EXPOSED
THERMAL BATT INSULATION R23 EXISTING TRIM
JOISTS TO REMAIN
AND SOFFIT O
EXISTING BEAM TO
EXISTING WALL ASSEMBLY III REMAIN,TYP
TO REMAIN
REMAIN
NEW VENTS AT III Architect.[Recortl:
EXISTING SOFFIT
PATCH&PAINT III ISAAC - RAE
EXTERIOR III 430 Main Street
SHINGLES IN KIND
2nd Floor
AS NEEDED I Greenport NY 11944
Contact:Isaac Clay Coffey R.A.
NEW 2X10 DOOR POOL HOUSE I I STORAGE NYS LIC#039767
HEAD SUPPORT i I i LL T.347-276-6093 E.clay@isaac-rae.com
NEW 2X6 WALL >
NEW EXTERIOR III FRAMING EXISTING Project
WOOD TRIM I EXISTING COLUMN c0 EXTERIOR WALL Town Harbor Lane
NEW SLIDING III (BEYOND)TO N REMAIN,TYP.
2080 Town Harbor Lane
GLASS UNIT I I Southold,New York 11971
NEW PTD.S/8"GWB EXISTING
I FRAMING TO Project No.:
III REMAIN IR-02
III Seal/Signature:
EXISTING III ONISTING GRADE LAB BRED ARFOUNDC
CONCR TO REMAIN III REMAIN ATION TO �\°j� G GLAY CO,cy/��
— — — GROUND FLOOR
ELEV.16.00
_ _ _ _ _
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—_ — — — —�.—��I ICI—ICI _ _ - -���- -I��—ICI—ICI II _ � — — — — — — —
II I—I I�—I —I�5 I=III—� �—i I I— —I I—I 1 I—I I I—I I I-1 I I-1 I I—I I—I I—III—� I—I I—� —� I—..I—I I ICI I—IllI III I—I —�
_I 1 I—I I I—I I I—I I I—I I I—I I I—I I I—I I I I I—III—� I—I 1 I—I 1 I—I 1 I—I I —� —I I—III—I I—I I—I I—I I—I 1 I—I �—III—I 1 I—I I—I 1 I—� I—III
I I—III—.I I—III—III III—III—�I I—�I I—III—III—�I I—III—I I�—III—I I—III—I I I�—III—I I I-
10'-6"VIF 12'-7" �'9,. 039761 �0¢
23'-l"VIF EXISTING
Date:
ns No
D.WgTWO:
D.
m PROPOSED POOL HOUSE SECTIONS
N—
n
N _ 1 PROPOSED POOL HOUSE SECTION 1
v Scale: 314"=1'-0" Drawing No.:
N
O
V
a — AX-300