HomeMy WebLinkAbout50362-Z TOWN OF SOUTHOLD
n� a 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#: 50362 Date: 2/21/2024
Permission is hereby granted to:
Liegey, Michael
105 Town Creek Ln
Southold, NY 11971
To: construct accessory unconditioned garage as applied for per ZBA approval. Any
construction activity and retaining walls must be located outside of 100' from the edge
of wetlands.
At premises located at:
105 Town Creek Ln, Southold
SCTM # 473889
Sec/Block/Lot# 64.-1-9.1
Pursuant to application dated 1/22/2024 and approved by the Building Inspector.
To expire on 8/22/2025.
Fees:
ACCESSORY $725.00
CO-ACCESSORY BUILDING $100.00
Total: $825.00
Building Inspector
rra
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
.y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 hLtps://www.southoldtowiin,y.gov
Date Received
APPLICATION FOR BUILDING PERMIT
�ry
r 4
a r u rt
"or urfice Use Only
PERMIT NO. Building Inspector. w, .�. �A�1 2 '2 `q'21
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: 2
OWNER(S)OF PROPERTY:
Name: M�'c4ael Z- e9el 1000-�Li . _ I —e-1 I
Project Address: C)_J 1 o !t �����1 6 Cl. � -SC)V�kc'/ J /(/ y 11 71
Phone#: �j 3 l �917 —73 / �p Email:
Mailing Address: � 1
o_ ToL- m C�t—et Id'7C Sou Mt ld I � 11P7/
CONTACT PERSON:
Name: �l0.Qf �(C�
Mailing Address: f e ` 14 „
Phone#: �q —731s Email: M ' e ✓C/ qo µ
DESIGN PROFESSIONAL INFORMATION:
Name: �/G(7 (1e Pct�/C'U3-'I C)
Mailing Address:
Phone#: [Email' �
CONTRACTOR INFORMATION:
Name: (deco R>Ul'W q "4lfl PC'43
Mailing Address: M� U—�! 01 io
Phone#: �3/ `7
6 5---(1/ Email: - „„
DESCRIPTION OF PROPOSED CONSTRUCTION
New 5trure ❑A
ddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other Nacm a L4FyGeC)
9W WJ
Will the lot be re-graded? i7yes ❑No Will excess fill be removed from premises? ❑Yes "o
1
PROPERTY INFORMATION
Existing use of property: s jn G le Po-M J V Acfoe Intended use of property: C-;,Cv-0-y 6
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑ NYes 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 Town 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,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,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 premises and in building(s)for necessary inspections.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 narne): MrC hCi-e l
❑Authorized Agent Owner
Signature of Applicant: " Date: 91 Z l / 2
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6185050
COUNTY OF S0401hQualified in Suffolk County
Commission Expires April 14, 2y
(�i1�f�ja�( c ��� �being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the,
(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
� 0 CSS=+�a-prr 20,=), � r
day of
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex �� ' P.O. Box 11
++
54375 State Road Route 25 Southold, NY 111
971
(cor.Main Rd. &Youngs Ave.)
Telephone: 631 765-1809
Southold,NY
httpOsoutholdtownny.gov
V ZONING BOARD OF APPEALS 4- #Zt4 G s y
.
Town of Southold _�, r 262
JAN 3 2024
mel= IDepartment
t)rtlldwm:f Clerk
Town of Southo'
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF DECEMBER 21, 2023
ZBA FILE: #7846
NAME OF APPLICANT: Michael Liegey
PROPERTY LOCATION: 105 Town Creek Lane, Southold, NY SCTM No. 1000-64-1-9.1
SEORA DE"1"ERM111IAT1 : The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE+CQDE, This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply
dated September 20, 2023 stating that this application is considered a matter for local determination as there appears
to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated October 18, 2023. Based upon the information
provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available,
it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is
CONSISTENT with the LWRP.
PROPERTY FACTS/DESCRIPTION: The subject property is a 20,347 sq. ft. non-conforming parcel located in all
R-40 Zoning District. The property has a road frontage of 148.12 feet along'Town Creek Lane, theme turns east for
123.29 feet along a Right of Way on the southern property line, then it turns north for 139.65 feet before returning
164.63 feet back to Town Creek Lane. The property is improved with an existing two-story' residence, and two
accessory sheds in the rear yard as shown on survey prepared by Donald J, Metzger, LS, last revised November 14,
2023.
BASIS OI^APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's
September 16, 2023,Notice of Disapproval based on an application for a permit to construct an accessory garage; at;
1) located in other than the code required rear yard; located at: 105 Town Creek Lane, Southold, NY. SCTM#1000-
64-1-9.1.
RFI IEF RECtL1ESTED. The applicant requests a variance to construct a 30 ft. by 40 ft. accessory garage to be
located in the primary front yard where a rear yard placement is required.
Page 2, December 21,2023
#7846, Liegey
SCTM No. 1000-64-1-9.1
During the: initial hearing, the applicant was asked to bring the plan into more
way off of the adjacent Right of Way instead off adding a
conformity with the code by utilizing the existing, drive Creek Lanne(Youngs Avenue) The applicant
new curb cut and new driveway offof the primary road frontage,Town ging,the plan into
submitted a survey, last revised November 14, 2023, showing, those proposed changes, and brin
more conformity with the Town Code.
ADDITIONAL NF.QKMATJON; During the initial public hearing on November 2, 2023, during testimony from
greed to move the building farther away from the road, and
both the applicant and the public present,the applicant a proposed accessory garage. Several neighbors
to reduce the curb cuts to utilize the existing driveway for access to the
spoke in opposition to the proposed accessory garage based upon its size and concerns that the applicant would use
the garage to operate his construction business and the storage of constructiomaterials on the site. The applicant
stated that he wished to house those materials in the proposed accessory garagen. The applicant appeared again during
an adjourned public hearing on December 7, 2023. The applicant stated that he was willing to remove the two
accessory sheds currently located in the rear yard.
1-kDINGS_QFFACT/_PEAS0_NSrOR BOARD AQ1ION:
Appeals hold a public,hearing on this application on November 2,2023 and December 7,
The Zoning Board of
2023,at which time written and oral evidence were presented. Based upon all testimony,documentation, personal
inspection of the property and surrounding neighborhood,and other evidence,the Zoning,Board finds the
following facts to be true and relevant and makes the following findings-.
I Grant of the variance will used an undesirable change in the character of the
1. Town Law 267-b�ill 3 b - sed accessory garage meets all the setbacks for a primary
neighborhood or a detriment to nearby properties. The propo to thexisting house being located on the easterly
structure and is only sited on this section of the property due structure� The current revised plan
property I ine thereby making the required rear yard too small for an e acces,sory educing
also sets the garage farther back into tile property which wi it result in partially burying,it inTown Creekto the hill theLane frontage
reby r
the mass of the building. The tall existing hedgerow on the subject property along the
will remain undisturbed reducing the visual impact of the proposed accessory garageThis proposed accessory
garage, in its currently revised position will not produce an undesirable change in the character of the neighborhood.
The benefit sought by the app,licant cannot be achieved by some method feasible
2. a varian= Due to the siting of the existing house along the easterly
for tile applicant to pursue, other an an are . the required rear yard. This variance is the least
property line, there is no room suitable for an accessory garage in
substantial relief that carr be given for this property.
The variance granted herein is mathematically substantial,representing 100%relief
3. of te eistig house, which predates zonng,, and the
from the code. However, due o the location on the property
fact that the proposed accessory garage meets all the code requiredhheixght lnimits,si7 e limits,lot-coverage iand setbacks
for a principal structure,this is,the least amount of relief required to achieve the construction of this building,
4. Town Law 2617-b 3 b 4 . No evidence has been submitted to suggest that a variance in this residential
physical or environmental conditions in the neighborhood, The
community will have an adverse impact on the I itions of this
applicant must comply with Chapter 236 of the Town s Storm Water Management Code and the cond
Board. I 'the been self-created. The applicant purchased the parcel after the
5, Town Law 267-b 3 b difficulty has
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the:parcel under the Zoning Code in effect prior to or at the time of purchase.
Page 3, December 21,2023
#7846, Liegey
SCTM No. 1000-64-1-9.1
6. Town Law_§2 Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of an accessory garage while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
RESQ-LUTION OF THE_BOARD: In considering all of the above factors and applying the balancing test under New
York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Acampora,and duly carried,
to
DENY as applied for, and GRANT THE RELIEF AS AMENDED as shown on a survey prepared by
Donald J. Metzger, L.S., Peconic, Surveyors, P.C., last revised November 14, 2023; and Architectural Drawings
prepared by Eileen Santora,dated August 8,2005, and stamped by Joseph Fischetti, Professional Engineer.
S1LECT TO THE F0L,,L,--0,W1NG CQNDITIQN�:
1. The two accessory sheds in the rear yard shall be removed prior to issuance of a Certificate of
Occupancy.
2. The second story attic in the accessory garage shall remain unfinished open rafters and studs and
shall be accessed via a pulldown staircase
3. The accessory garage shall remain unconditioned space with no heat or air conditioning,
This approval shall not be deemed effective until the required conditions have been met.At the discretion of
the Board of Appeals,failure to comply with the above conditions may render this decision null and
void
That the above conditions be written into the Building inspector's Certificate of Occupancy, when issued
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
IMPORTANT LIMITS ON THE APPROVAL(S GRANTED HEIN
Please Read Cargfqlly
Any deviation from the^survey, site plan and/or architectural drawings cited in this decision,or work exceeding
the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department
of a building permit andlor the issuance of a Stop Work Order, and may require a new application,andpublic
hearing before the Zoning Board of Appeals.
Any deviation front the variances)granted herein as shown on the architectural drawings,site plan and/or survey
cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted
herein, are not authorized under this application when involving nonconformities under the zoning code. This
action does not authorize or condone any current or future use, setback or other feature of the subject property
that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in
this action.
TIME LIMITS ON THIS APPROVAL-'
..- Pursuant to Chapter 280-146(B) of the Code of the Town
of Southold any variance granted by the Board of Appeals shall become null and void where a
Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with
the Suffolk County Clerk,within three (3)years from the date such variance was granted. The
Page 4,December 21,2023
#7846, Liegey
SCTM No. 1000-64-1-9.1
Board of Appeals may,upon written request prior to the date of expiration, grant an extension not
to exceed three (3) consecutive one (1)year terms. IT IS THE PBOPER%1"Y 'O'WFR'S
D �Il�i
RESPONSIBILITY fi0 ENSURE COMPLIANCE WITH THECODER OIC
FRAMEDESCIUBF,D HEREIN. Failure to comply in a timely manner may result in the denial by
the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and
require a new variance application with public hearing before the Board of Appeals
Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Acampora and Lehnert. (4-0)(Member
Planamento Recused)
Lesl apes Weisman, Cd'aairperson.
Approved for filing /�/ c?4/ 2023
N SURVEIL' OF PROPERTY
MAIN ROAD (SR. 25) A T SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
1000-64-01-9.1
w
SCALE. 1'=30
MARCH d, 2023
N/ F- SEPMUBOV A 203(PROPOS GARAGE)
S85'0330"E
STANLEY ANDERSON NOWUBER 141 202. ( _ ONS)
� r
PIF 8 .53` :
p iew
ZONE X ' 1
Z GARAGE _ W
�.o = Q Received
1MIF
NOV 15 2023
r
a, Zoning B Cd A09eals
�! z
C' FRA,QE.T Y U
?AW 70Oust
u Ca
KEY t 6
REBAR LID
® Ku Com. 6 —
STAKE ' AL v�
— a g'. .
= 7EST HOLE °' t prrwaLPIPE 201 r
123.29'
• MONUMENT
= xEXMD FLAG N/O i= FINAL '[AP .
= U77U7Y POLETOWN of SOUTHOLD REVIEWED BY ZBA
FLOW ZONES FROM f7RM 36703C0158FI
DECISION# TI YS. UC. NO. 051132-01
—
DATED: NYS, LIC NO 49618
ELEVA17ONS REFERENCED TO NAM M — PECONIC wyo P.C.
ANY ALMRAnON OR ADOMON 7D 7MS SURVEY IS A WOLAn0M OF - - (631) �165®5020 FAX(631) 765-1797
sAS PER�nON 72�nr�r SfOY IXAll�nRrAnnO S EXCEPT AREA= 20,347 SO. FT. P.O. 8 X 909 y®bptimum.net
ARE VAUD FOR 7WS MAP AND COPIES PIES 7HENEOF ONLY IF SAID MAP P.O. BOX 909
OR COPIES BEAR THE IMPRESSED SEAL OF WE SURVEYOR W OSE 1230 TRAVELER STREET A f�f�
SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 04-1!+v
A
CONSTRUCTION NOTES' A'
2
Z
F u N NOTES:
common Neas Bok Nal.
'paq _'W swo�l
ROOF NAILING
Raw,to Top Imats(ran
ee5s'sv 0
0 r.Mm;Joa1blT.pPWo(Toodod) 3-ad
Ild 3-Bd parlow X
U Jo redi
Tilit !at to Parallel Rafter(Face 16d S-115d each lap u
4k, .5-16d
hM C"%=Lmxrta�Pwgboes(Few 5-I lid fA) 4-
is
ccat,Tka to Ran—(Too moodt -2-10d 2 Dd
pearm
-1 :2
2-10d
12-11d each end
E's Tr 211 ='{11 �1' � 3*d
WALL FRkWr.
Top Plate to Top Pow(Few-nallecl) 2! -1 j——pw —
OC
DECK AND covERED Pok—H Es:
_j Top Plats at intersections Prow-Waded) 4-160 5-15d ptsts-each aide 8
i
Nr== 2-16d 2-1111 !W.G.
H.da,toHawsr(Fn.-i14 116d 16d wo.o.a"Aset.
AMING NOT .1 Bottom Plate to Stud(End Netted) 3_16d I 2-42-40.9 ,* 4-
pa, d
FRES
cr)
cj
16d(1,2) IPar W1 V)
P,00RFRQM
W t.b b h AW"o ly _oaol nP S n,'-top Pam 0.,w rr,*"fit 4-8d 4-50d parjaid
SkklqhgbJo1st(T�.?Ad) 2-6d 2-10d
aloskingejho(T-raw 2-6d 2-Od each and
LU
i IN.&ing to Sit Tarp Fiala(T—I,
..d) 15d 4-16d each block
�1_
16d 4-15d each W
h b w ppw%dm hr�m and 1�d�ENh M00d 1W be vldv� III
Longer Ship to Bum(Faw-nailar)
Joist on Ledgarto wam(Toanaikol) 3-8d 3-10d i parpst
&no Joel mW.jEW_,-mf, 3-16d 4-16d
pwiaist
PLMBING NOTES !an 3-16d(1) porlbot
_d JoW to S61.Top F.11.da(T.�811041
�F*,eft,t$m N*W4,15 1.5}
o ta'—n,m Bd Pad
6"edge,I 12'Md
PasimeserEdgabana 10d 6 1
I ad Dd field
Gable,End Rake%ith.p b TRake 0001h-ng
F1 AL
M P
REVIEWED BY BH
VAC wa;Woo
HVAC SYSTEM NOTES
Wf-�4 __L5E �sd Ir Olt,�z_ DECISION#,
wALL Str-ATHM
;0
DATED,--jabd Z
ad led T,-
5d noolors 5d ouders Tedtialll)'fleld
of'vE0-_-
7---ELECTRICAL NOTES'
'0
Od hId Wedge 112'11 1
I'mrreas lid
be used where web ng nallN Is reduced;;vMkk 0:A Ow itrW33hD s.bnrlitsrtox,�o�gt2�
CLIMKII[C AND GEOGRAPHIC DESIGN CRITERIA evea
Ground Snow'I Wind9' Frost Line, Termlesl Dew =8
y 1WInIe,k .rnsr FlodHa—cis!
Wwev000
Load SP-d Depth Design
Tlnp no TsbAW 12 0sort a t=1 so ming a foof al�lft ar-w pa b 1."k,f poss las, I 1411�
Sears. 36m, Slight to 1 15°F Yes
25 Pal' 1 140 mph B
(3mottis
i to H-vY Mdanst.
SIP 1
gy�
W f
C0NST [ TDTd DETA LS &WIND LOAD PATH G1MECT ISI DETAILS WIND RSST FT CONSC4NNECTF S
PR
TION LOCATION: PART NULL
-TO-RAF"S LSTA24 Y TQ PAIR OF RAFTERS
TER-TO-W- RT20 APPLY TO EACH R
ER-TO-PLATE RT15 APPLY TO EACH RAFTER
W1TH TH4.. 3
NOTCHED RAFTER - _
RAFrM RIDGE -. W - -TU0 TH4 APPLY Q A
RIDGE LL-TO-1ST.FLOOR W 'KLFTA USTA36 AP Y T W D
-TO-JACK STUD L TA12 Y TQ ACH JACK
STUD-TO-HEADER RT QR RT7 APPLY TQ EACH CRIPPLE
SHEAR .ALL HOLDDOWN ANCHOR ADSS APPLY TO EACH
S WRAP UNDER DOUBLE SILL PLATE
1ST. FLOOR-UNDER- LL PLATE STA36 OR R51fi-R U KITH 37
�wer�aiee��W 70 RAFTER STRAPPIYO -
.+ 78 __ aa�-�-- �-.- �� 97G`�IETIIL0O1l�1ddP011RA19lMI0DR'.!A►AYf001mTINC11Ql -_- 41 �
P,%UON -gin - 1'CIAIIATKM HlIAlCIl01gT0A(7�IEIIMC7[l lRlf7lObrJMd1Y. _ N
PR0411DE ITIBPA,CFIO .. � .0
RAFTER BETWEEN THE END STUD
AND THE 2 ODER STUDS
FOR ALLOWING OONN=Cofwm MaImma9mmmMsam a
=aounMoaMm1E iorUmu
aeim wla�a®+ p'pc
---- :
RFi HOIDDDWMIN3TALLATION Cai Trac
TOP PLATE 10d
C050001 NAILS
GrO.Gnroc
TOPHPLATE
WALLSFUD
RDWALLSIDEWALL
i
- _ N
C 4
I
6 °'q
2ND.FLOOR WALL STUD IQ`kl$TTIDB _
Tla %0
2ND..FWMF ATE CRIPPLESTUO LU
SUMFLOOR
WOOD JOLST RCM 11OARD
(HEADER ,
elQpt> WOOD JOIST :
1ST.FL0ORTOPPIATAB y,CKehp3
GRDERWEADER
WOOD GommWOWJDIST 1ST FLOOR WALLSTUD
fAL MAPr
13T.FLOORWALLSTUD 'REVIEWED BY ZBA SEP 192023
1ST.FU5DR PLATE DATED: I
81GFLp0R SILL Qfffwr
WALLSTIR WALL STUD w.BOARD
NE
BOTT051 PLATE SUB�q DOODLE 90.L PLATE DBL SLL PlAT68 �
BATHTUB _ DOU3LEJOISf _ (TO0V91LAPJODTB) _ +
DOLL E JOIST FOUNDATION WALL I
F0lRTOA7I0l1 WALL
mi W_E JOIST FOR NON�eJIRNO WAL18 - - .-
RtretiFJQRTTFORL�IADATNRLL _. - _._ -__ - - -.-.
PAFTlo
a{{{[
tellwl
IMn"%Ffi£a§
`ug F�LFtd�A:
a F I3FN
4YE1.yyi kSz[i�
, �� ces.f36t67�&dK€
f`
r
a-
z
f
adore
till
VFX—,WL ON
i
3i I , I'
s
1
F,
F
=SIAL RA
EVIBI 6D BY ZBA
- ter 1n� s2aacu 9 ` ;
�tr`f a
MR 1111<e LI�G�Y
I05 TbW N GREEK ' X.rpOtD
- s-•.. Q:-_1'O' oev. Daae=
Eileen Bantora - Residential Designer Joseph Flsahemle PE SEPI 1 1,d ! p , , 11_� u
9 1725 Hobart Road-Southold,NY 11971 (� �' 15,-
631-734-2794-Cutchogue, NY 631-765-2954 y =F - MEW ' <&: ��
w4LLs
'3/4°XIIfSLVL eIDC E 2K4 5TUD&I(p'°O,G,
2eklD°.P1X7G RApfFK'7 F,iw,au. !/2"GDX T'LYWOCD
2x& CCLL.APTI�_`7C PW0.G. IrDLF4 FELT cc I-da.xEW P
VC`CI?X PLYWC�00 SHE 1-4IUU GPIbAP_C7101KI0
15 LP; PELT'
250 L5 ZRct-P TYPE SF SNIUGLP.St`lU.tf WMner.PE°6�54fuULE.
4 I=Cs"vENrE® CVERNA eA
4
hdLL
€Ga.
I.A f 4 Ir.:�:a'�mlD CC fXZ0e�W
I o � ` jOuf
t- RP R:aE
0 Int zi; WL
sr
I I"�47 I=<v= �. '4 - 1 _ S O_a _
P�j4n x r3�/e t-vl�
MILLDDAt€�Pl+t'tI F1.
1p
J
. I p ,
I '
0 Oi
W t
= A. c oil l _ Q;
- - - -
{ _
vLY
p. II�8 t G2 3I 0OG W CU
YI E R
1 [ F
' . 4 Ufl Ct`.R�
-4,c,E COLUM14 W L F147E
01
:1!7-J ,
Unt
r
q
�,EIEWED Y A ,
-
:'
LI
AII
ar �A
PM HIKE LiECfeT L/
las 11OWN CQE�EK 5CX)rI4C)LP
DIAI
Eileen Santora - Residential Designer Joseph FischMi,PE I'TE: ;5'0,05 tG£d lctcl p /t ri-�
631-734-2794-Cutchogue-NY 1725 Hobart Road•Southold,NY 11971
631-765-2954
F_
wiuraoa-du i'o 3-- ,��i.^.r.�=7uru 2cr �✓�a�E,5,_.
24310 ext
3,53 9.0?
s 5Q _ moo= �Scv lc,727 (0,°72
?F--TA-19 4!1
QK ' 1 7'
] �011 Cea}p, T
FC7 �Se�
Guv w}lr-eraL k—--r
I r
I
e4
-----
�� Ol J. a'-•� \ eY � � i ? ria,.__. '��
%'LvL 1114m XI!/f LV it
14
jY d
e' -
iV r - �•
4X10 R2 - _ 4#ab j22 -
OZ.
t t 4 4 MWAL[IAP
6 gEF192Q23
},!
�ch> loco } ,
_ � 11
1�ie M1tcF Lf�L:r`F
I03 Taus SOUTUGLF�
Eileen Santora •ResidJoseph 1,PE
ential Designer 1725 Hoban Ro"•SouOold.NY119-A
631-734-2794•Cutchogue,NY 631-765-2954
3 �
PLAN CONTENTS:
NOTES
WIND FRAMING NOTES , UPANCY CLASSIFICATIO
R3 RESIDENT IAL
1).RIDGETO41AMRASSEMBLY: BUILDING USE \NELLING �� .
1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. 1, BUILDING HEIGHT
When a cokw tie Is used in leu of a ridge strap,the number of 10d common nails required TOTAL SO. FT. OF CONSTRUCTIOFJ
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap.
1).The Information within this set ofconstruction documents Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY- DESIGN CRITERIA PRESCRIPTIVE AS PER 2020 UNIFORM CODES SUPPLIMENT AND
intent and framing detals.They are intended as a construction ab,not a sutxstttute Lateral f arning aud shear wall connections for rafter,ceiling or truss to top plate shall be In 2020 ICC WOOD FRAME CONSTRUCTION MANUAL
for generally Ax,ptedgood buldingpractice and with�rentNew Yodk accordance to table 3.3.YVhenarafter ortruss donot fall InllneWith studs below,rafters FF.AMING ELEMENT; AS PER FLOOR, PLANS CROSS SECTION AND GENERAL NOTES
State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wail top plate and the wall top plate shalt be attached to EXT, BALCONIES
cordon details and procedures to ensure a professorially finished,structurally the to the wall stud with uplift conrnectlors.Roofs oveftming the rake side of the building DECKS 40
sound and a weatherproof completed product shall be connected with uplift connections in accordance with table 3.3c. 40
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ATTICS w/o STORAGE 10ALL ASSEMBLY: ATTICS w/ STORAGE
meets current federal,etate,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift co nections in DE S CN LOAD CALCULATIONS 20
These codes are to be considered as pet of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall In line with studs below,the (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 25
should be adhered to even If In variance with the plan. studs shall be attached to a common member in the ftocr assembly with uplift connectors in ROOMS (OTHER THAN SLEEPING) 40
3).Dimerhsbaccordance with table 3.3. ROOMS (SLEEPING)ns shall take precedent over scaled drawings. c 30 .
(DO NOT SCALE DRAWINGS). 4}.WALL ASSEMBLY TO FOUNDATION: c,..TAIR�, 40
First wall studs shall be connected to the foundation,sill plats,or bottom plate with uplift GUARDRAILS (ANY DIRECTION) 200
4).The engineer has riot been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 Inches in concrete E:<POSUPP' CATAGOR`(
responsibility for construction 000rdhdngwith these plarrs,nor responsibility for foundation andsfat}tun-grade,15 inches In masonry blockfoondations,orlopped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNTION
are
cortstrtxdion means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3.3b.When steel straps are lapped under the r ROOF _ FOUNDATIOrJ
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch squwashes shall be used with the anchor bolts.Anchor bolt DETAIL P AGE & GENERAL NOTE PAGE;
specific use expressed or implied In the use of these plans. spacing Is to be spaced and sized in accordance to table 3.2a.In addition to spacing, NAILING SCHEDULE SEE GENERAL NOTE PAGE
anchor tufts are to be spaced between 6-12 inches from the end of a sill plats and an
5).Refer to the Window and Door ecdnedutafor exterior openings. corners. EGRESS SEE FLOOR PLANS AND N/INDOW SCHEDULE
1 ` FIRE PROTECTION ,)
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: SNIQH;E & CG2 GETECTORS' '50 SEE FLOOR PLANS
or exceeds manufacture s specifications and applicable codas. Type I exterior shear•walls with a minimum of 7/16 Inch wood structural panel on the exterior ` TRUSS h E SIG N
attached with ad common nails at e"o.c.atthe panel edges and l2'o.c.Inthe i�,and I N A _ STANDARD STICK FRAME CONSTRUCTION
7).The General Contractor Is to consult with the owner for of built-in Items 112 Inds gypsum walboard on the interior attached with 5d cooler nails at r o.c at pane! ) E N r RG'f CALCULATIONS
P.E SCHECK 4,6.3
such as bookcases,shelve g,pantry,closets,trims,eta edges and 10"o.c.in the field shall be in accordance with the length requirements specified I I L
,
8).Wind load requirements shall be taken Into account during construction. in table 3.15a-b.
8).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: ti.'
_ FOUNDATION NOTES: Type 11 exterior shearwails shall meet the requirements of table 3.15"times the appropriate Table 3.1 Nailing Schedule(Woad Framed Constrtx;tion Manual 2015,Pages 149 and 193)
length adjustment factors in table 3.16.
1).The general Contractor and Mason to review ptsrta elevations,details and notes to Number Of Number Of
determine intended heights of finished itoor(s)above typical grade. Joint Deskxi tion Gammon Nails X Nails
7y.INTERIOR SHEARWALL CONNECTIONS:
2).All footings to rest on undisturbed(virgin)soil.Assumed bearing 3000psf Allowable sidew ll lengths provided in table 3.14 shad be permitted to be increased when Nail SDadno
Irderlor shearwals are used.Sheathing and connectim shall be in accordance with L_ ROOF NAILING f.J
3).Provide 112"expansionolnt material between concrete slabs and abutting 2.4.42 and 2.2.4 respectively.
i Rafter to Top Plate(Toe-nail) 3-8d 3-8d per�{�
concrete o masonry wails occuing in exterior or untreated irtberlar areas. 8},CONNECTIONS AROUND EXTERIOR WALL OPENINGS: I Ceiling Joist to Top Plate(Toe-nailed) 3.8d
Header and/or girder connections shag be attached with uplift connections in accordance 3- pet joist •� a
4).Any new concrete waifs beim attached to existing concrete strx�ure shall � Ceiling Joust to Parallel Rafter(Face-wiled) 5.16d 5.164 each lap
be installed with#4 re-bar,18"long at 12'o.c..Use approved epoxy for Installation. with table 3.5•Window sill plates shall be have steel connectors in accordance with table
3.5. 1 Ceiling Joist Laps Over Pattitions(Face-nailed) 5-16d 5.16d each lap }
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.l..Concrete to be I Collar Tie to Rafter(Too-niched) 2.104
9}.CATHEDRAL CEILING ASSEMBLY: 2-10d �
poured on 4 inch thick sand or gravel fill Wth 6x8 wlro mesh reinforcing.Interior slabs Where a ridge Is to be used as a structural beam,the rafters shall elther be notched and i Blocking to Rafter(Toe nailed) 2-Sd 2-10d eedl t>!rrd
to be minimum 3-112 inch thick. anchored an top of the been or slope connectors shal be attached to each rafter-to-ridge Rim Board to Rafter(End Nailed 2-16d 3.16d each end
6).Crawls along the open ceiling part of the!wilding.Connections to the ridge and wall shall be be WALL FRAMING e
paces to be provided vriltn a minimum 18"x24"access opening.Install one I
8x16 cast iron foundation vent for every 150 sq.1t.of area. attached with the above requirements.
DECK AND COVERED PORCH NOTES: TOP Plate to Top Plate(Face-nailed) 2-16d 1 CY
7).Dampproof exterior of foundation with bituminous coating es per section R4o6 of Top Plates at intersections ace-nailed ( ) 2-16d(1) per foot
N.Y.S.Residential Car�ctiort Coda.A 6-mil polyethylene film steal be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. ) 4-16d 6-16d j01St8-each side
I Stud to Stud Face-mailed e
the below grade portion of exterior walls prior M bacldiing. All fasteners,hangers and anchors to be galvirdzed or stainless steel. ) 2-16d 2-16d 24"o.c.
Header to Header(Face-nailed) 16d 16d 16"o.c.along edges C1
8).Drainage as per section R406 of N.Y.S.Residential Construction Code. 2}.Girders for deck joists m be boiled to each pest with washers and nuts.
FRAMING NOTES_ Grders on e�rs shall be anchored with paper Steel comectors anchored
_ into eort�e with a minimum 112"dia x 7'gory anchor bolt with washers and rests. '= y'"Of 6OttOrcl Plate to St;:d(End NdIod)
_ 3-1Ed - 2..40d _ tu-Id 1
- 1).All framing techniques and methods as prescriptive design of 2020 3).Posts supporting girders shall to arrchorca b a 12'x12'x12'thick concrete tectumg
Edtion Wood Framing Construction Manual. Use a minimum 1/2"iia x 7"long anchor bolt with washers and nuts.Footahgs Shall
be 3 fir below grade.Concrete piers to be used with al rdhoWdecks with roofs or as.
2).Unless other noted,al framing and structural wood material to be#,2+BTR. per PeB
ut
Douglas Fir. 4).Deck joists io have blocking at 60 o.c.. I Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) 2-16d(1,2) per foot
3).Floors,wags,ceilings and rafters to be spaced at 18 inches o.a unless noted 5).A minknum of 10 inch flashing shall be installed between the building and ledger. FLOOR FRAMING �"rl
otherwise. Ledger to be fasted to building with 1/2"clia.bolts with washers and nuts Joist 10 Sill,TO Plate or
P Girder{Toe-iafied} 4-8d 4-10d per joist D1 M
4).Unless otherwise rated,all bearing wall headers to be(2)2x10#2 t BTR.Doig.Fir. where needed. Bridgir�to Joist(Toe-nailed)
2-8d 2-10d each end
Bearing wag ds headers to have(2)Jade stuand(2)full length studs on each side of an
openings LVL headers lo have(3)Jade structs and(2)full length studs on each skis of 6).Concrete piers shag be a minimum 6"above grade. clocking to Joist(Toe-nailed)
2-8d 2-10d each end •-••
openings.Bearing wall window sits shall also have(2)window sit plates for 20 wag Blacking to Sill or Top Plate(Toe-nailed) 3-16d
openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 6'9.Provide fire to AN joists to supported with hangers and anchors Fact Joist shag also anchored 4-16d each bloc{ W
and blocking where applicable. to glyder(s), Ledger Strip to Beam(Face-trailed) 3-16d 4-16d each joist
8)•Covered Roofs shah be assembled and anchored fiber same runner as a typical building. I Joist on Ledger t0 Beam(Toe-nailed) 3-8d 3-10d per joist
5).All flush ere apiti►ea erslet a be installed with heavy duty gaMNzed hangers cru! Banka Joist to Joist(End-nailed) 3-16d 4-16d per joist
anchors where eqplk�ble to all`o"r,ec"ng'°'stsPLUMBING NOTES Band Joist to Sill or Top Plate(Tae-nalled) 2.16d1
6).Double eq floor joists under walls that run parallel to the floor joist and under bathtubs. 1).AN water supply,drainage and venting to be installed as per N.Y.S.Residential I ( ) 3.16d (1) per foot
Floors to have ceramic tie installed shall be v df ed for proper bad capacity unless noted Construction Code. .. ROOF SHEATHING
on plane.
Structural Panels(See Notes 4 5 and 6) i: _•y`�`
2}.Verify septic system with the Engineer ler StrRolk County Heahh Department approval. �
II I i rterior Zone 8d 10d 6"edge/12"field
7).Provide bbdcinglbridging In floor lolsts at 8 0 o.a.Use so&1 blocking In floor Joists = _
under all bearing walls. 3).1 well studs,plates or Mats are cut out during Installation for any plumbing related work, I Pefimeter Edge Zone 8d , t r j
provide adequate bracing and plates to proteid and secure the structure.verify with the Gable End Rake with u to 1'Rake Overhang 10d 6"edge/6"field LJ
$}.Provide insulation baffles at esus vents between rafters.Install draft bloddng as state code and manufacture's reoommendafion for maximum hole size and sparing permitted. I P edge!6' Heid 1 /
" needed. HVAC SYSTEM NOTES �� CEILING SHEATHING _...
9).Unless otherwise noted,of roofs and walls to have a minimum 112"thick,4-ply Fir i Gypsum Wallboard
1).Mechanical subcontractor is nes
CDX exterior sheathing grade plywood.Plywood to cover over ates and headers. responsible for adhearirg to all applicable codes and sof
req 5d coolers 7"edge/10"field
q � r----- coolers 1� • "
ulrements. WALL SHEATHING ':':.t ..• it<,, �,
10).Unless otherwise noted tree 314"tlhkdc TbG PTS Fir or�ldvantech plywood subflcar ,.,,..
adhered with PL400 adhesive and screwed to floor Jolsts.Finished floor to be installed 22)..uH eM Subcontractor
a to fully coordinate all system data and requirements with the I I Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge 112"held
over subfloor•as per manufacture'e instructions.
11).All bathroom walls to have 112"thick moisture-resistont sheetrodc,Garage walls and 3).HVAC subcontractor b provide final system layout drawing and submit it to the General I i
Ail outer parts of building ceilings and over fuContractor and owner for final review and approval. 5d coders 5d coders 7"edge/10'field
me to haus 618 thick type-x sheetrock. t �_� Um W81160artif
to have regular 1/2"shsefrb odc All Ovalis be taped and finished. ELECTRICAL NOTES: FLOOR SHEATHING OF WE
12).All roof with a pitch hiss than 4:12 shag be installed with an ice S Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code, Structural Panels
approved equal.Fiat roofs shall be applied with a Fiberglas!rase sheet with an EPDM
torch down type material over. 2).AN electrical worts shall be approved by a qualified Underwriter. 1'or less tad 14d 6'edge/12'field �� w
13).All ell plates and wood In contact with concrete to be pressure treated.$ill plates to 3).instal Smoke detectors and Carbon Monoxide detectors throughout as par sectlon 8317 (1)Nailing
be Installed with a foam l gasket and cop r lex termite shield o approved equal. of N.Y.S.Residential Cortstnuctlon Code. M g req�ments are based on wall sheathing nailed 6"on-center at the panel edge. Memate nailing schedules shall
be used where wall sheathing nailing is reduced. For example,V wall sheathing is nailed 3 inches ort-center at the panel edge
to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall ,o 525 °
be used to maintain load path. 9a SION�`�
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I (2)For wall sheathing within 4 feet of the comers,the foto foot edge zone attachment requirements shall be used.
(3)Tabulated 12 inch o.c.nail spacing assumes wall sheattdng attached to stud framing members with 0.42<G<0.49.
Ground Snow Wind Seismic eatheri Frost Line Termite Decay Winter ce Barrier Flood Hazards I I (4) For roof sheathing within 4 feet of the perimeter edge of the roof,induding 4 feet on each tide of the roof peak,the 4 hoot
Load Speed Depth i Design ndedayment 1 perimeter zone attachment requirements shall be used.
Tem . uired (5)Tabulated 12 inch o.c.nail spacing assumes roof sheattn ig attached to rafter/truss framing members with G>0A9.For
25 psf 140 mph B Severe 36 in. Moderate Slight to 15°F Yes I framing members with<0.42<G<0.49,the nasi spacing t;lftaap be reduced to 6 Inches o.c,
to Heavy Moderate i i (6)For wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional rafters(3 ratters in
total)
(7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails,
CONSTRUCTION DETAILS do WIND LOAD PATH CONNECTION DETAILS WIND RESISTNNT CONSTRUCTION CONNECTORS
CONNECTION LOCLION: PART NUM -NOIES:
RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH- PAIR OF RAFTERS
RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER.
RAFTER—TO--PLATE RTI 5 APPLY TO EACH RAFTER
NOTCHED RAFTER USE "TH SPTH4 CONNE
RAFTER PLATE—To—ft STUD SPTH4 APPLY TO &H W RIDGE ;
2ND. FLOOR WALL710-1ST. FLOOR W KLFTA OR MSTA36 APPLY TO EACH WALL MD
RIDGE
HEADER-TO-JACK..-STUD LSTA12 APPLY TO EACH JACK T11D
CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TOKEACRIPPLE STUD
SHEAR WALL HOLDDOW ANCHOR ADS5 APPLY TO gACH
1ST. FLOOR-UNDER-SILL PLATE MSTA36 OR PS16-R WRAP UNDER DOUG .SIU. PLAfiE L
Tva�rru w TO RAF'tER'�4'� _ USE WTH A NhjUo§j
UM Tim FOLLOWm OR APPROM Wit MAL F+M wm FMWMff COO v RuCTM. f .�
FOLLM MAMA%C1U 1YA"TM C1101�TO ACHM UFS LOW WAM.
- t01
As 0
RAFTER PROS CE 1R'SPACING
BETWEEN THE EMD STUDANCHMBL.T
• AND THE 2 OTHER STUDS
RAFTER
FOR ALLLOIMNG CONDW CORNER STUD �LL1v1TEteoT t10� Islam
ort T
HOLDDOMVN MTALLATION TO t slam Moc �
TOP PLATE FASTEN WITH(2)18d �t RATtIID to roc (y!
TOP PLATE ..,_0 CO . NAS$ Q"O.C.
. ' neo f4 a-oc ® . 0%
WALL STUD .
W SK)EEWALI ALL UMM3deQUAIMMM
ALL STUD z. cu
At 4m
_
- — __. . ._....._.._... .__ -- . - _. - -____-- . -. -_ . _---..-_-_ _- . _._ . _--_ .. _____.- - 7777 "._. .__ .._.�_. -- __.._�.:_.. `: ... .._ - -- ' . , _ --. --- � .�. .- _. . . .._ .:. _ - .. � �►
_•_. V)im _
. - .?.P�.FLOOR WALlSTUD 7777s4nm
• . S .•-�
t *40
2ND.FLOOR PLATE CRIPPILE •`_•
WOOD iow RSI BOARD _
CLOCKVtG WOOD JOIST .
1ST. FLOOR TOP PLATESGIRDERMEADER
g
WOODORDER WOOD JOIST 1ST FLOOR WALL.STUD
r
1l FLOOR WALL STUD
1 ST.FOOR PLATE 6�1.
WALL STUD WALL STUD BOARD r
BOTTOMPLATE ' • f NFA,
PLATE SW FLOOR DOUBLE SILL PLATE DOL SILL PLAT68
BATHTUB DOUBLE JOIST (TO JOTS)
DOtJ�LE JOIST F TIOE`'+!WALL .
•
"TION WALL • ,, ` ••, x , ��
r
1PVA�.LB
••. _. -----FIRST ... _ ... ;
COMM" -
PAFTE-Q
i
r
BARGE
A LADDf V OF LOOKd(ri
TUE eAMe owti oij A4
PAFTEV4 i
2.4 IU.P.G. PROVIDE-4
1,4TIZE-ROT11 Aub MAIM6,
s
• t
4
i
LIJ
scti�.T,0 co
"fc4LZI 1/4
Lu . .
h'
•
SCALE: J /I!! !!o APPROVED BY: DRAWN BY
Etlee� 5ahtora Residential Desi ner
Joseph Fi,�chetti, FE t �, �,; � rl- � .. REWSED r ,pro
9 DATE:
1725 Hobart Road-io Southold, NY 11971 ;
631-734-2794 • Cutcho ue, NY. �J W ! .f�Q
9 631-765-2954 _.. . _.......- : ......._.:_
DRAWING NUMBER /�
'`XI17LvL. P>Ioc,e 2u4 STWO tcp"o,U .
/,?„ CDx nLYWaoc> '
�
-3 ,+C> 12)( & CZx-L-Al? Tl 5e7 C 24" o T, G. . - 15LP� Pf,r.r Did HDUI��P, Wk!4f>.: - -
1/2" COX PLYW[>00 S�4FAT;4tui�4 G�pht? �Ilal 1.1�
3!43'' .. r o o" 1 Co'•4`'
15 Lp�) mLr
N
Ice i W&r e1z t um TO 24" PROM +E�f,[✓ ��
t11✓T'1�L D121 P E> ��F't-'L 1 EC) r i2 FELT 4 aGf�.7t4 # rf°7�Gr1
250 L13 -40c9 TY � SNI t�1G,GL F l , t r✓ 1u s' f�G
tiff
-T
s iT hl LL L�
rte. ° � 4.. �, •r�til� . . tom
• k 11 t vL. L_ . W] 24 x� x�2 Rv, ��M t t -541 EL�
4 i 4`1 �(N(-ti^ �( CS L11iZ �f 'St-�
;
41-4
1 1'>/4,," X I V"S,
1 '-1/4` ..k'tt'7�
r - - -
4f�.�T t✓ E;D 11 Jt N S _ -s O� i hl ti
ti I I 'r W U" k �o"x t►Z"
pg", J N 3 �c• 4
x ,
I • . '+ n it -2-�X�
I
{ = ... •. �L.(4rE
! � j G Atm G� �ALt� �: W ... ._.._ _ .. ... _ . : .
{ -� I �_ 4 N Top $ ; ?4_TTJMIr
I ! : m Pov� J� � _Ili
HILL
f , a •o �a.. . •. n A �—a, , , .. s )i - .. s _ .4 i '
'.F. ...Rxna..• _ "-t a ...:ns. ''' 7 ..i'.--.... - - tee,•.::-.rt's...
15 .O 1 c.. -+=— NE
• _ - . -"---� . . • --- -- - . . . .. _ � . .� �'� ��'E'IG'� _ _ _ _ _�jib. . k� �F c���o� •
114 r,e, Malli4c, IAJ!
12
45
FLA
*G,�1 I.o'` '
SCALE: f, i �� t AP{{P��RjrO��V}�EDD(8(�Y�f: t tr ?� DRAWN BY
: Eileen •5antor� • Residential Designer
Joseph Fischetti, DATE: . �• ��� /Lt/�Gt'!/ � _,���,t , ; REVISED. !
1725 Hobart Road • Southold, NY 11971
631-734-2794 • Cutc h og u e, N'Y:, 631-765-2954
OR/A/WING NUMBER
r
1A I w(D p k4 :6 TQ F,5Z5 ,AL1L)r:: N ot;M
0 W A
,
--24 1 T No. Cl OPG 6t_ASS vEWT Ol/ uu► r'
510„ I o 11 <f>>
�DGSCv lo,72 �!,�� 10,72 1.10,E GLACI✓
2 4-
� � ! '�� W/.�I..t._ i�T.�I 1 ® 121,0 "' � -•-•-__...�---- �'��.r'.-.E -
Y4 If-
I
-4V43'r>'` 4X4
6r,4JU(_I-49 M47MA f_.
i J \ Q I r
4X4 V ;
i ♦ C f is / �1 � '� /
-
-Nora:
vi,C/o 011-- �`\ z ` � % ►� Xit17/f"LV t
(t� 2- 2xIo`HMM-92 -
' o i ro POU6
11.15rA"aTlows
-S4
o� 4 4 x 4 P06T--L -tea ' N
I
'04-310 ' C43f U
r
F NE
i LZ _tY
Lr
LLJ
Ke L(�U r
SCALE: r 4. ' 'O g APPROVED BY: DRAWN BY
J�
Eileen SaDATE:ntora Residential Designer . Joseph Fischetti, �� Q,t, ��05 �/�l,C�`l/e % �'�i� REVISED. ,
vv
V25 Hobart Road • Southold, NY 11971
.631-734-2794 ,o Cutcho ue, NY
.631.765-2954 ..
j DRAWING NUMBER,2