HomeMy WebLinkAbout53156-Z TOWN of SOUTHOLD
BUILDING DEPARTMENT
V
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#: 531.56 Date:07/30/2026
Permission is hereby granted to:
William T Jeffcoat
2795 Bay Ave
Mattituck, NY 11952
To:
Construct additions and alterations to an existing single-family dwelling to include an HVAC system as
applied for per SCHD and ZBA approvals.
Premises Located at:
50 Rochelle PI, Mattituck, NY 11952
SCTIVI# 144.-5-1
Pursuant to application dated 07/22/2026 and approved by the Building Inspector.,
To expire on 07/29/2028.
Contractors:
Required Inspections:
Fees,
Single Family Dwelling- Addition&Alteration $2,376.00
CO Single Family Dwelling-Addition /Alteration $100.00
Total 2 476.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Tele hone 631 765-1802 Fax 631 765-950217tt s IIv��.�c�ui�aaldtc�wnnv.�av
y�Y�Aat�
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
5315� �. 4
�e !�
PERMIT NO. Buildinglnspectoi: 2025
Applications and forms must be filled out in their entirety. Incomplete .�.;
applications will not be accepted. Where the Applicant is not the owner,an ��'��'°���
Of Southcold
Owner's Authorization form(Page 2)shall be completed.
Date:3/14/2025
OWNER(S)OF PROPERTY:
Name:WILLIAM TODD JEFFCOAT AND STEPHANIE DESIREE VISCEGLIA SC# 1000-144.00'05.00-001 .00O
Project Address:50 ROCHELLE PLACE, MATTITUCK, NY 11952
Phone#:404-520-1583 Email:WTJEFFCOAT@GMAIL.COM
MailingAddress:2795 BAY AVE N U E, MATTITUCK, NY 11952
CONTACT PERSON:
Name:MARTIN D. FINNEGAN, ESQ. (FINNEGAN LAW, P.C.)
Mailing Address: PO BOX 1452) 13250 MAIN ROAD, MATTITUCK, NY 11952
Phone#:631-315-607 0 Email:MFINN EGAN OP NORTH FORK.LAW
DESIGN PROFESSIONAL INFORMATION:
Name:JAMES J. DEERKOSKI, P.E.
Mailing Address:260 DEER DRIVE, MATTITUCK, NY 11952
Phone#:631-298-7116 EmaiI:JAM ESDEERKOSKI@YAHOO.COM.-
Fc-oNTRAcTOR INFORMATION:
Name:TBD
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure *Addition BAlteration O Repair ❑Demolition Estimated Cost of Project:
❑Other $TBD
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes *No
1
are
i
al ..
BOAS
MEMBERSS
Southold Southold Town Hall
Leslie Kanes Weisman Chairperson 53095 Main Road so P.O. Box 1179
rP �„
Patricia Acorn ora Southold,NY"11971-0959
P
Robert Lehnert,Jr. ice Loµ°
Nicholas Planamento Town Annex 1First Floor
N`�
. 54375 Main Road(at Youngs Avenue)
Margaret Steinbugler
Southold,NY 11971
http://southoldtownny.gov
ZONING BOARD OF APPEALS
TOWN OF OUTHOLDRECEIVED
Tel.(631)765-1809
AR,1' 2 3 2026
FINDINGS DELIBERATIONS AND DETERMINATION
MEETING OF MARCH 19,2026 SoUthold Town Clerk
ZBA FILE: #8046
NAME OF APPLICANT: William 'Todd Jeffcoat and Stephanie Visceglia
PROPERTY LOCATION: 50 Rochelle Place, Mattituck NY 11952 SCTM: 1000-144-5-1
SEQRA DET ALIGN(: The Zoning Board of Appeals has.visited the property under consideration in this
application and determines that this review falls under the Type H category of the State's List of Actions, without
further steps under SE QRA.
SUFFOLK,.COUNTY ADMIINIST Tl CODE,:': This application was not required to be referred to the Suffolk
County Department artment of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23.
LWRP T I ��. The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
P` pE11 C�"" ` �ES PT ;: The subject, non-confoncning, 11,353 square feet, 0.26 acre rectangular-
, ,._,
shaped lot in the R40 Zoning District measures 185.00 feet along Rochelle Place,then runs south 60.00 feet along a
residentially developed lot to the east,then runs west 193.43 feet along a residentially developed lot to the south(also
owned by the applicant), and then runs 60.59 feet along Bay Avenue back to the intersection with Rochelle Place.
The parcel is-unproved with a 1-story wood-frame dwelling, multiple concrete stoops, concrete walkways, and a
Bilco basement access, as shown on the survey prepared by Kenneth M. Waychuk, Licensed. Surveyor, dated
November 12, 2018.
SIS OFAP, TION: Request fork Variances from Article X III, Section 280-124;Article XXXVI, Section
207;Article XXXVI, Section 280-208 and the Building Inspector's April 28, 2025 Notice of Disapproval based on
an application for a permit to construct additions and alterations to an existing single family dwelling; at: 1)less than
the code required minimum side yard setback of 10 feet; 2)gross floor area exceeding permitted maximum square
footage for lot containing up to 20,000 square feet in area; 3) the construction exceeds the permitted sky plane as
defined in Article 1, Section 280-4-of the Town Code; located at: 50 Rochelle Place, Mattituck, NY. SCTM No.
1000-144-5-1.
RELIEF EST D: The applicant requests three(3) variances for alterations and additions to a single-family
residence including: 1) A single side yard setback of 0.3 feet where the code requires a minimum single side yard
setback of 10 feet; 2)A Grass Floor Area(GFA) of 2,605 square feet where the code allows a maximum of 2,269.1
square feet(335.9 square feet greater than allowed); 3)Penetration of the sky plane to accommodate a second floor
where the structure is to remain within the profile established by the sky plane.
4
Page 2,March 19,2026
#8046,Jeffcoat/Visceglia
SCTM No. 1000-144-5-1
applicant proVing
Wed drawings including, siW, data, site plan, e *xt s ti and
ADDITIONAL IN,,FO'RA1A'D__'_0__X' The
• • S.,I I S.
proposed elevations,,sky plane analyslis,and existing and proposed foundation andf,10'or plans, labeled"I I,
2,and A-I through,A-$,,prepared by,James,J. Deerkoskill, Licensed Professional Engineer,dated July 11,2,025
The applicant owns the adjacent house located at 2795 Bay Avenue.
The public hearing was held on October 2,2025 and adjourned to January 8,2026 which was adjourned to March 5,
2026.
The applicant dlispe I IledBoard, concern,that the prop used ;i1terations,andaddit'lons could potentially become a town
w�ork that,exceed's the scope of''workgranted, in this
defined 'demolition'. The app'll"cant, was made aware to halt any
application.
Numerous letters of support for this application were received by the Board of Appeals from the applicant's
immediate neighbors,
FINDINGS OFFACT REASONS FOR BOARD ACTION,,':,
The Zoning Board of Appeals held a public hearing on this application on October 2,2025 and March 5,2026 at
which time written and oral evidence were presented. Based upon all testimony,documentation,personal
ins do of the property andsurroundih neighborho ,and other evidence,the Zoning Board finds the
n g od
following facts to be true and.'relevant and makes,the following,Findings,"..
will not produce an undes,tra,ble change in, the character of
1. Town Law 6267-bQ�Lb) Grant of the,vartances i
WMFNMOA� Ijustjor
off of B a y,A venue,a ma
the neighborhood or,a dear''ment tonearby p "s,roperties. The su'oject property, located
to,the PeconIc Bay T he immediate
residential roadway leading fro the hamlet of Matfituck,comra,erc*al center
'neighborhood was developed over the past 12S years with avariety of housing stock and styles,all on lots,varyin,91
Adtionally, the sub"ect premises, located on Rochelle Place, is the 'gateway" to SaItLake Village,apnvate
size. #
the B, Avenue area, a on,varying,
bayfront community with,shared.resources. Homes in Salt Lake Village, like , , ay W
lot sizes, and = of varying age, size and design, including larger bayfront residences. Both communities contain
homes with second floors. The proposed alterations will'create a,n nesthetically pleasing alternative to the dated
1 0, ting the
ranch-style home with pre-existing setbacks that the applicant does not pl is e to encroach on. Gran *
requested side yard, sky plarie,and,gross floor area(GFA)variance,relief to permit the renovation and addition of
second,floor living space,within "Its,pre-existling non-con fOrming footprint will not result in any undesirable change
in the neighborhood and the renovated home will be in harmony with many of the surrounding residences on Bay
Avenue and Rochelle Place.
I Town, Law L2j7 b 3'),( The beriefit,sought'by the applicant cannot be achi eyed by some method, feast",b1e
.L b all
for the apph"cant,to pursue,other than an area variance. Tht applicant'I's seeking the benefit of expanded and,u,,pgraded
Im 'While they areproposirtge to,renovate regidence substantially within the existing non coven
ivingspace.
I ling,tion-corif6, We yard.hetback trigg ert he,need,for
footprlint,the advent of GFA regulations,andthe pre-ex'st rming st
is no wa ruct a,second-floor addition to this,home within.the A plane with a,0.3feet
vartance reltef.' There,* y to,const Y
existing side yard setback.
3. Town,La&L2,61-,W) h e variancesgranted,herein are mathematically substantial,representing 97%relief
from the code relat"ve to a reduced side , ards setback,of 0.3 feet; 14.8% relief from the code relative to excessive
y
GFA of an additional 335.9 square feet of living space; and 100%relief from the code relative to the penetration of
the sky plane. However, the magnitude of t1le side yard setback, as existin g, 'is not,practically substantial, since the
construction is confined to the exlsting footprint. The sky, platie relief is,tni'tigated by the applicant"s ownership of
the adjacent parcel and location, ofthe residence on it, v I gnificantly south of the common boundary fine,-this is the
only home that could potentially be'impactedby the penetrafio,i of sky plane. \While the GFA relief sought,can be
11
q,
Page 3,March 19,2026
#8046,Jeffcoativisceglia
SCTM No. 1000 144-5-1
construed as being substantial,as a result of larger homes within the Salt LakeVillage community and on the eastside
of a Avenue, the proposed FA will not appear excessive and will maintain the character of the surrounding
�" �P P' pP
ca rnur�it where, as a result o lot wid /de'pth end° lot area,the size of area homes variessubstantially.
,4. Town La; b No evidence has been submitted to'suggest that a variance in this residential
c 0 n n° w 11 ve an adverse impact n. the physical or environmental conditions in the neighborhood. The
t must,
a lic cow l° w th Chapter 236 f e wn� s Storm Water Management Code and has indicated that they
P Py
Rl upgrade and ins Il,an innovative an lte a ive wastewater treatment system(I/A).
'he after he
i icul. aseen sif-ctTep
5. o e t
Zoninga as an presumed that the applicant bad actual of constructive knowledge of the
1 im it tat" ns n t�e use of t: parcel under, e t on;ng Code in a ct prior t or a the time f purchase.
6 o n , §121,67-bo a rant of the requested relief is the minimum action necessary and adequate to enable the
li�cant to enjoy the benefit of alte��tations and add"flons to a single family residence, including the addition of 3 3 5.9
P`P y
square Feet.yin excess of the al lowab le G FA,penetrator,of'the sky p lane to allow the add itton
of a partial second floor
and aintaini a side yardsetba0k,of 0,31 f t, while preserving andprotecting the character of the neighborhood
and the health, safety and welfare of the community.
S I a A . In considering all of the above factors and applying the balancing test under New
York Town,Law 267-B, motion was offered, by Member er Planam ento, seconded by Member Acam pora, and duly
carried,to
GRANT the variances as applied for, and shown on the site plan, existing and proposed elevations, sky plane
analysis,and existing,and proposed.foudati n and floor plans,Labeled T-1, S-1,S-2,and A-1 through A-8,prepared
,.
�,
by J D es J. eerk ski,Licensed rofess�ional neer,dated July 11,2025.
S,
C'° 0, "' 1 Nsib U B J,E
5,1111111
1. The applicant shall install a new Innovative Advanced (I/A) sanitary system as voluntarily offered during
the public hearing.
This qpproval skall not be deemed efffect v until th°e re ui d co ditio have ern et t the d ereti n of the
Board of Appeals,failure to comply with 11W above con ditions may render this decisionnull and void.
That the above conditions be written into the Building Inspector's Certi rcate of Occupancy, when issued
e,Board rese es t e ri ht to s st oteLunitar that � ini s in nature or n It r do that oes
nol " w cre t n
o n coArmi rovi e i i�roc nested %t n ne gear the of o
thisjecision. � dtne a ter o� th �
ear e oar re it a e° °a, 1i ation,
IWIORTANT LM.MUS ON TRE
r
'lease Read a.refu 1
.Any dev ratio from the s rvgy s to°plan andlorarchitectural drawings cited in this decision, or work exceeding
f"the,refi f p y Building Department
the scope� ra a er , will It in �'� � s and/or a possible dental b the B' � � .
o a,building,permit a r th issuanc of a to � i Order, and may require a new application and public
keri of r th°e Z"onit ,Board of Appeals.
Page 4,March 19,2026
#8046,Jeffcoat/Visceglia
SCTM No. 1000-144-5-1
Any deviation from the variance(s)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 nonconformilies 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.
T E",LUMT'S ON,'THIS,,ALPR0VAL##1 Pulrsuantto 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
of
Occupancy,has,notbeen procured,and/ora subd ivisi on map has not been filed with the Suffolk County
Clerk,wl*th,I*n,three(3A)yearstrom the,date such,vari'ance was granted. The Board of Appeals may,upon
0
n, expiration,g
written request p *or to the,date of rapt an extension not to exceed three(3)consecutive one(1)
year terms IT IS THE PROPERTY OVMRIS,RESPONSIBMITY TO ENS M., COMPLIANCE WITH
T HE CODE,gEQIMEp TIME FRA ESCRIEBED HEREM Failure to comply in a timely manner
# q
,n,the denial by the Building M� artmen't ofa Certificate of Occupancy,nullify the approved
may result i, P
va c relief nd airs new va im pP ance fleation with public hearing before the Board of Appeals.
riane a req a rt' :a
Vote of the Board: Ayes:Members Weisman(Chairperson), Planamento,Acampora,Lehnert,and Steinbugler. (5-0)
A
<
,e,slj,,,e, .ones Weisman,,, Chairperson
Approved for filing /,4 /2026
IA7T7V9T7 T7,
S.C.T.M.# DISTRICT 1000 SECTION 144 BLOCK 5 LOT I Abandonment of existing sanitary system must be In
conformance with Department requirements-Submit SUFFOLK COUNTY DEPA RTIME NT OF HEALTH SERVICES
completed form WVII'M-080 as proof. PERMIT FOR APPROVAL OF CONSTRUCTIONFoRA
SINGLE FAMILY RESIDENCE ONLY
SANITARY NOTES DWELLING 17.6 AV'FOR 35
1. TCH 1/8"/Fr
z AN EXECUTED OPERATION AND MANTUELANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE DATE 64-2026 H.S.REF. R-26-0686
SUL BE PRICM TO 1119C WOOS GRADE 14.5 GRADIE(14-0) GRADE 5%MAX Et 13.
3.PROVa A Z'VENT PIPE FROM THE OWES TO THE DNELUNG AND CONNECT 10 THE SWARY VENTING WITHIN THE HOUSE K-EEI COTO GRA---r APPROVED
T THE VENT PIPE SNAIL BE PITCHED TOWARD THE OWTS SO 94Y LWD WILL DRAIN TOWARD THE OM —LL
HE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
DIST INVIZIS-F
77v*�=7
C AN EFFLUENT ALTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE CUM PIPE INV110 EL12.0 FOR 10,70111:UM OF 6 "UEDROOMS
6BE
4"SDR 35 INV12. INV11Afl (2)EACH
U EXPIRES THREE YEARS FROM DATE OF APPROVAL
C PITCH 1/4"/Fr 4"SDR 3 1U0xTDEEP
PITCH 11WIFT LEACHING
(1)FWICUEAN CENT 70D GPD(OWLS)
POOL
PROPOSED M SYSTEM UP TO 5 BEDROOMS
(2)LE4064 PM-S lvftr"-
(1)EXPANSION LEACHING POOL
022-4-,
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Zzi W EL 7.60 C L
EL 5aO
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SANITARY DESIGN BY: 7 OUTLETS HIGHEST EXPECT.GROUND WATER EL 1.5
RICHARD M.MATO A-LA. SANITARY INVERTS
PO BOX 2264 I BOXACCEPTS:
AQUEBOGUE NY 11931 LIGHT COVER#3009C
PHONE:(631)523-5879 TOP VIEW HEAVY COVER#3017-C20
EMAIL:RMATOARCHITECT@GMAIL.COM GRATE#3017-G20
B"TALL RISER 930G9 n-Ec V114 OR MW
macp Vr M Fr.Wv" ENGINECR'SCERT3FICATICEN RE*L4RF*-
17'TALLRISER#3000-1112
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STRIBUTION BOX E&L91�TAIL�S LEACHING POOL
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SECTION A-A VIEW Lowing V I�rl f
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THE WATER SUPPLY WELLS,DRYWELLS AND CESSPOOL ELEV,16.0
LOCA 77ONS SHOWN ARE FROM FIELD 06SERVA 77CMS )ARK 13ROWN
AND OR OATA OBTAINED FROM OTHERS. OL 1 11
SILTY LOAM 0.8,
—
AREA:I'1.35�3 SOEFT or 0.26 ACRES EL.EVA'OCW DAILAW NAVD88
ML LOAMY SILT
UNAUTHORIZED ALTERATION OR ADD1770H TO THIS SURVEY IS A VIOLATION OF SECTION 7202 OF THE NEW YORK STATE EDUCATION LAW COPIES OF INS SURVEY 3.3'
MAP NOTSE4RIN G TNE7 LAND SURVEYORS EMBOSSED SEAL-WALL Nor BE COVS0070 Y 7D BE A VALID TRUE COP GUARANTEES INDK-'470 HEREON SHALL RUN N
ONLY TO THE PERSON FOR HHOM THE SURVEY IS PREPARED AND ON HIS BEHALF M THE TITLE COMPANY GOVERNMENTAL AGENCY AND LENDING INSIITU17ON JED-COAR
LISTED HEREON,AND ID THE ASSIGNEES OF THE LENDING INSIFITUITON,GUARANTEES ARE NOT TRANSFERABLE sw SAND tot THE OFFSETS OR DIME NSIONS SNOWY HEREON FROM IRE PROPERTY TINES rV WE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
Nor INTENDED TO MONUMENT THE PROPERTY LINES OR To GUIDE THE ERECTION OF FENCES;ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EA-ITEMENTS GRAVEL S 1 5.8'
ANDIOR SUBSURFACE STRUCTURES RECORDED OR UNRECORGE0 ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT'ON THE PRENSES AT THE TIME OF SFjRyFY PALE
SURVEY OF.LOT 24 WILLIAM TODD JEFFCOAT;
CERTIFIED TO. AIR HOSE AND
MAP OF:LIDA BARTELY X" SW SAND ELECTRICAL SUPPLY
GRAVEL
.,
FILED:No.770 15 0 CLEANOUT DETAIL
SITUATED AT:MATTITUCK SAND&
WATER FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD -NfT-
0 SW GRAVEL 17.0'
TOWN OF.SOUTHOLD
KENNETH_&-���-t PLLC
Pro —
SUFFOLK Land Surveying and Design K.WOYCHUK LS
SUFFOLK COUNTY,NEW YORK 4�� 561115m! IT
P.O.Box 153 Aquebogue.New York 11931 APRIL 3,2026
FILE 0 16-143-2 SCALE 1"=,30' DATE:NOV.12,2018 NE YS No,C-1cmw PHONE(631)WO-JEMB FAX(031)ego-15" EE
SITE DATA
PROPERTY: 11,353 SF 0.26 ac
ESTIMATED AREA OF --2000 SF
GROUND DISTURBANCE:
EXISTING DESCRIPTION: AREA LOT COVERAGE:
HOUSE: 1768.2 SF 15.57%
N�(D• SOUTH STOOP: 16.3 SF (DEMOLISH)
NORTH STOOP: 18.1 SF (DEMOLISH)
WEST STOOP: 12.0 SF (DEMOLISH)
w ATER�/ TOTAL: 1768.2 SF
W AVER Vl!v' PROPOSED DESCRIPTION: AREA LOT COVERAGE:
V.p. �� ADDITION: (NONE)
W P"�ER n S/'��� EAST PORCH: 56.8 SF 0.50%
ro G r J WEST PORCH: 220.0 SF 1.93%
P`1E GAS \ DECK: 146.6 SF 1.29%
1 l ` 2ND.FLOOR BALCONY: 48.0 SF 0.42%
TOTAL: 471.4 SF 4.14%
WER J AC,1. � G PS �
�\� L• EXISTING TOTAL: 1768.2 SF 15.57%
C �� J CJ PROPOSED TOTAL: 471.4 SF
n DER � 1•� < G A /
COMBINED TOTAL: 2239.6 SF 19.71%
/ GAS 12
V•p• , W A1ER 00� �� METES AND BOUNDS: SURVEYOR: KEN WOYCHUK4 LS DATE SURVEYED: NOVEMBER 12,2018
G 5 .0 J SCTM: 1000-144-5-1 ELEVATIONS REFRENCE: NAVD 1988
10 Q1 W i o/
=_W A1ER i- G AS I S 7 W11"
/ I
I D.W.I�
16 �-
/ \ O R1 ��TER S`SG �� LOCATION: AREA:
�� PROPERTY: 11,353 SF
16
/ / W J \ \ (280-207d)GFA PERMITTED: 2269.1 SF
EXISTING FLOOR PLAN 1768.2 SF
PS pR�p 12'NY I I \ m
PROPOSED 1ST.FLOOR ADDITION: (NONE)
ED CELEPR t � ME-�ER 6.0� I SFP����P N G PROPOSED 2ND.FLOOR: 836.8
/ I pROpOT PLACE 16•� O 2 M v�E�UsI1N / \ '
TOTAL GFA: 2605.0 SF
00
r� •� 0 35.41 ` / s� EX1sTl�QV sE
�OV S'(`� 1'� �, S"C`l) op 14.2�
o / 6 O14E s osEo z� pR D F� PDD11� I STORM WATER MANAGEMENT DETAILS
Exasl�N �pROP 2N 1
/ I 100%RUNOFF AT DRYWELL DRYWELL
rn / N \ LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY:
TOTAL ROOF AREA: 2400 SQ.FT. 401 CF (2)8'dia.,5'deep 42 C F FT.ea.
O 4^ •'` O �!.3 2 O (422 CF TOTAL)
G CSC - V ,, C �93 •�7
C , X �,,6 DE °
00 ELE p?.0 32.6 O J I OGEE GUTTER-STANDARD 5"
X�� /
14�� op NOTES: PROFILE TBD
1).EXECUTION:
U.P. SEC PEE/ pRpp 2P RCN A). NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
6 / CO V 2).PREPARATION:
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT.
3.INSTALLATION:
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
1).GUTTER TO BE PITCHED TOWARDS LEADER I-TO 2-FOR EVERY 40'OF RUN.
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
P�Q \ / PROPOSED SITE PLAN a).COPPER I LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
8),ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT
\ / SCALE: 1° W-OII CONNECTORS.
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
CONNECTION WATERTIGHT.
DRY WELLS TO BE 10' MIN. 4).PROTECTION:
AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
COMPLETION.
3:1
000
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ADDITIONS AND ALTERATIONS TODD JEFFCOAT
50 ROCH ELLE PLACE STEPHANIE VISCEGLIA
DRAWN BY: Nettie Schu PAGE:
MATTITUCK, NEW YORK email:
SCALE:hAS NOTEDm
SCTM # 1 -144- -1 DATE: FEBRUARY 16 sloo
000 5 , 2026
STANDING SEAM ROOF
GRAY FINISH
STANDING SEAM ROOF
GRAY FINISH
0 0
q
0o 0o 00
rn
iX8 SL SIDING 3'-0"h RAILING
IX8 SL SIDING WEATHERED GRAY
WEATHERED GRAY
2ND.FL FF 2ND.FL FF N
N - - - - - - N
-------------
+I RETRACTABLE
=N SCREEN o0 00
+
IST.FL FF IST.FL FF
. L i q�, I-
PROPOSED WEST ELEVATION PROPOSED EAST ELEVATION
SCAILE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
FM
Ell 1I.-I r=
F] IFT11--milli 11 L1 11
Ll
N
O
EXISTING EAST ELEVATION
SCALE: 1/4" = 1'-0"
EXISTING WEST ELEVATION
SCALE: 1/4" = 1'-0"
OF NEw
P� DEF �O
C•
* yw
w
m � w
BOA 07
"-OPESSION
ADDITIONS AND ALTERATIONS TODD JEFFCOAT
50 ROCHELLE PLACE STEPHANIE VISCEGLIA
DRAWN BY: Nettie Schu PAGE:
ail:nottiesc
MATTITU C K, NEW YO R K em SCALE: AS NOTED m
SCTM # 1000-144-5-1 DATE: FEBRUARY 16, 2026 100
c
O
� c
n ZO
3'-0"h
RAILING STANDING SEAM ROOF
- �2ND.FL FF � _ — _ — _ _ — _ � _ _ GRAY FINISH
77 +�i
}+ 1 + +
RETRACTABLE1 f ,
c
iX8 SL SIDING SCREEN t '"
WEATHERED Gco
RAY
1+
IIST.FLFF - - - - - - - - - - ,I - rr - - - - [ -H -� - — -
— - - - - - - - - - - - -
c I RAILING
— - — - — — - — TBD
Fn
STAIRWELL WALL
PROPOSED NORTH ELEVATION
SCALE: 1/4" = 1'-0"
0
EXISTING NORTH ELEVATION
SCALE: 1/4" = 1'-0"
F NE�V Y
m �rpe w
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A �
�OFESSI
ADDITIONS AND ALTERATIONS TODD JEFFCOAT
50 ROCHELLE PLACE STEPHANIE VISCEGLIA
DRAWN BY: Nettie Schu PAGE:
ail:nettiesc
MATTITUCK, NEW YORK emSCALEhAS NOTEDm
SCTM # 1 000-144-5-1 DATE: FEBRUARY 16, 2026 A 101
0
o 00
zo
STANDING SEAM ROOF
GRAY FINISH - - (- - _ Agl�I$L 6 L 11_ - � - — - - — � 2ND.FL FF
it r kk $
RETRACTABLE F i-<!
! i+i SCREENco
1 3'-0"h RAILING
-± i..d_ �[
00
Fit1.-}- fi' fl I {t1--1, la}..I.1.
i ! i i. - - -' - - - - - - - - - -i— - - - - - - - - - - - - - - — 1ST.FLFF
RAILING
TBD
r- IL
�IRL
- - - - -
Fff
PROPOSED SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
0 0
EXISTING SOUTH ELEVATION OF "ell,y
SCALE: 1/4" = 1'-0" �P�� ' EF��o
(p
ui
= z
2 2
A �
ADDITIONS AND ALTERATIONS TODD JEFFCOAT
50 ROCHELLE PLACE STEPHANIE VISCEGLIA
DRAWN BY: Nettie Schu PAGE:
MATTITU C K, NEW YO RK email:
SCALEhAS NOTED m
SCTM # 1000-144-5-1 DATE: FEBRUARY 16, 2026 A 102
4�
la
w
BLOCK FOUNDATION I f-
to remove,(see proposed plan)
for new foundation section
I I
I I
I I
0
remove exist.window ZD
blosk up opening @ 0
r — J
LL �� — I
J X
L — — — — — — — — — — — — — — — — — — — — J
r 1 r----)1
I
I I WELL
BASEMENT I ( r — — — — — — — -
+/-6'-9"TOS-BOF cut back
existing mechanicals
( wallas req.l and sink to be removed. o
new hvac tbd during construction
(3)2X8 GIRDER (3)2X8 GIRDER (3)2X8 GIRDER L O I 00
_ --_-__--______ N
II 1 1 I
(2)2X8 GIRDER (2)2X8 GIRDER i i (2)2X8 GIRDER i i (2)2X8 GIRDER (2)2X8 GIRDER
------------ �-«�- -- - ---
------------ -------------------- -----
o- -_ -- - I 3
SEPTIC I I 1 I I 1
U
0
`•° L remove stair and frame in J
opening with 2x8@16"oc(typ) BASEMENT
LL
+/-T-1"TOS-BOF
X O
N �
e-I
LL.
SLOPE SLAB 00
—� N verify clearance from top of slab floor
to finished ceiling(min.T-0")
see comments on proposed plan
r — , BLOCK FOUNDATION
— — — — — I r — — — — —
I exist.wall
DUTCH WALL to be underpinned
I I for proposed cellar I I remove
entrance and stairwell I I I �toop and stair
remove
EXISTING FOUNDATION PLAN ' I stoop and stair I I
SCALE: 1/4" = 1'-0" I I —L — — — — — J
I I
L — — — — — — J
r — — — — — — — — — — — — — — —
I I
pp
I
BEDROOM No. 4 STOOP
BEDROOM No. 3 I
...................................
0 00
BATH
No. 1 <-
X BEDROOM No. 2 o KITCHEN DINING ROOM X
N N
O
BATH No. _ _ _
O I I
I I
I PULL-DOWNI
STAIR
I I
I I o
GREAT ROOM II L — — —
�
HALL
X LIVING ROOM SITTING ROOM
N
HALL I I
II
I I OF NCIV
L)EFR y0
CID
BEDROOM No. 2
m w
s
I 1.remove bilco and all stoops 8.remove existing electrical throughout ZN�Q pry 2 ��
STOOP I COVERED I 2.remove fireplace (confirm with owners) A� .5
STOOP 3.all windows and doors ro be removed 9.ceiling to be removed.remove joists as N
and filled in, indicated on proposed plan foor living
EXISTINGFLOOR PLAN. 4.remove kitchen and baths room,altered roof at new kitchen,and
I 5.remove fireplace and close in floor new 2nd.floor(assume all to be new).
SCALE: 1/4" = 1'-0" L — — — — — J 6.remove interior walls throughout. 10.remove part of roof over proposed pp/p� TODD TEFFC OAT
I existing flooring to be replaced. kitchen and proposed 2nd.floor. ADDITIONS AND ALTERATIONS
J
7.remove existing drywall and Insultation 11.existing siding and roofing to be
L — — — — — — — J around permiter of the house. remowed STEPH.ANIE VISCEGLIA
50 ROCHELLE PLACE DRAWN BY: Nettie Schu PAGE:
ail:nettiesc
MATTITUCK, NEW YORK QmSCALEhAS NOTEDm
SCTM # 1000-144-5-1 DATE: FEBRUARY 16, 2026 103
I- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -i
I I
* VERIFY SCREENING WITH OWNERS
PRIOR TO GETTING SHOP DRAWINGS 1
CONFIRM FOUNDATION AND SILL STYLE
I (FLUSH OR ON FLOOR- RAISED) I
I FINISHED FLOORING 544 DECK I
EX. 2X8 JOISTS
� '�� ` 2X8 PT JOISTS
I
1 _ I
CUT EX. JOISTS 1
FOR NEW WALL
I
I I
NEW PC WALL 3000 psi PER ANDERSEN APROX. GRADE 1
SHOP DRAWINGS AND SPECIFICATIONS
TO REPLACE EX. BLOCK FOUNDATION 1'-1 8 I
1
AND FOOTING. 1
#4 BAR, 12" OC
HORIZONTAL
DAMPPROOFING 1
I
#4 BAR, 48" OC
VERTICLE
I
� 1 I
CUT EX. SLAB 1
v
9's" 32'7" 101-01, ' F 0 R NEW WALL _ I
_ N /
r T T —�- - — — — FOOTING UNDER STAIR , I
,I;P I oo ' 1 n3 2 PT FLUSH IF, -LUS pQ a o -, /
~^ p I I 1 12"pier over o 1'-8" ( 9'-9"' 9'-9" 9'-9" '-8' , 12 OC I-- #4 BAR
DUTCH WALL
o I I I 1 �Qj 2'x2'xl'ftg M i — — — — — — I Inc.
z 3'below grade
Imo, a g n� 4/'� n� - — — - — — L — — — — — — — — — — — -- — — — — — — — — — — -- — — -- — — — — — — — — — — — - wall I
z ------------- ---------------------------------- --, r - F ' — - — - — - - 3- #4 BAR
° tO �' 3'4'/." ' n 18'-3'/e" 3'-0" , e i 4-2x8 ptt girder I e I 4-2x8 pt girder , , 4-2x8 pt girder , -
�m I 2 —0 1
" ,�o. ; / 112'"pier over _ - - - - - - - -a__ _ - - - - _ - _____ CONTINOUS
f PIN 5/8"DOWELS
r
( flush beam � I 2'x2'x1'ftg —I
Y
- — - — - "' I 3'below grade 2x10 ledger with flashing 1 17'-0"t VI INTO NEW AND EXISTING 4'- "t VIF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
N i i i , I I I I r I attach to building with WALLS AT 12"OC.TYR
2 8 T FLUSH I / , I I
i , , E / ledgerlok screws,1(6"oc 1
—
a t- - new I I r BASEMENT L
1 �� i stair f ; P ;I existing slab to be removed and --------
IN
v '
I `_ , ,f , W new slab to be flush with top of wall footings — — — — — — — —
°p F■__ _-_ 0- - — `� 7'-1"+/-TOS-BOF EXISTING BLOCK WALL SECTION TO BE DEMOLISHED
IaIPy colu�n ,�; ''�._ a--
„ �I n n n n WITH FOOTING UNDER NEW MULTISLIDE DOOR.GC TO
o 0 w 2'x2'x1� • (MIN.7-0"PER NYS R305.1,R305.1.1) N n
x n J' u n n lu I I m WELL I I I d.
IN -ii7- „ „ „ „ :� 1-4
VERIFY SPECIFICATIONS AND DETAILS WITH MANUFACTURE
nl II It a n A � � I I m EXISTING WELL ( I I 1 �1
a/ n II n I io 0 4 BEFORE DEMOLITION.SECURE FLOOR ABOVE AS WORK BEGINS.
in 11'-11'/:" TO REMAIN
2x8 pt di @16"oc m n n u n OLD
build 2x4 wall over new dutch wall(under bearing tall above) I
I u, II It u II
SH +i x ,
a,__,,._µ_„--,I--�,- - --------------insta clocking etweenjoists over w ----------- -- ---�{3)?X8-- - N
FLU � -
i-� , �.r 6'0" s'-0„ _WORKSHOP/UTILITY BO I I I o1
__
4'-0" ----------------====-7- i i- m
2x10 ledger with flashing -- - -----
a____-�
attach to building with exist. W D gc to replace columns I
ledgerlok screws,16"oc fp foundation and footings to be
to remain m
under new slab(typ)
--_-_ -- -+�
SEPTIC i l i I I , w
7'-9/ 28 9" 4
� � N
I I I I I I Z N
L
(D
HVACTBD I I I 00
- FINISHED BASEMENT11
UNFINISHEDBASEMENT 11 zn existing slab to be removed and
A BATH I new slab to be flush with top of wall footings t,I I I I I
6'9"TOS BOF 48 u 7'-1"+/-TOS-BOF 1O 2x10 ledger with flashing I o
oo DO WR I (MIN.7'-O"PER NYS R305.1,R305.1.1) attach to building with OG I I
E--� ' ledgerlok screws,16"oc m ~
SLOPE SLAB CL I I
I -
4'-9%" � 28'-9" ,
2-4 PERSON SAUNA I I I (-
BRAND/SIZE TBD I I I n I
w/OWNERS-VIF I EJECTOR I CD PIN 5/8"DOWELS
PUMPS INTO NEW AND EXISTING
�-- -+-
r — -n WALLS AT 12"OC.TYR 12"pier over
2'x2'x1'ftg
3'-0" 3'below grade I t o I I
I II i 9'_4" 8"
DUTCH WALL I II n
L�,J i LANDING
1 3-8 AT GRADE `r
. V V V Q
UNDERPIN WALL .7!
_-------.-_-------------
_ -"-'----
TIE INTO NEW 12'-2"+ 4'-0"
STAIRWELL
1.double up Joists under walls that are in same direction
and under kitchen and baths.
PROPOSEDFOUNDATION PLAN 2.posts from above to continue down.
3.Install blocking over sill plates where posts continue down.
SCALE: 1/4" = 1'-0" 4.smoke and co detectors to be installed
S.electrician and gc to do walk-through with owners to
verify,locations and quanties of fixtues,outlets,and switches.
OF NE(v Y
0
ff.' tp
n Lt!
m Lij
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A�OFESS�' P
ADDITIONS AND ALTERATIONS TODD JEFFCOAT
50 ROCHELLE PLACE STEPHANIE VISCEGLIA
DRAWN BY: Nettie Schu PAGE:
ail:neftiesc
MATTITUCK, NEW YORK emSCALEhAS NOTEDm
SCTM # 1000-144-5-1 DATE: FEBRUARY 16, 2026 A 104
26-0'
42'-0"
privacy panels 2'-4%" 10'-7%" 10'-7%" 2'-4Y2" 11' 11" 17'1" 13'-0"
5/44 mahogany
with 4"spacing CXW14
betweem posts A61 CXW14
6X6 POST 2-2XIQ
(NP) ' 2-9-1/2 LVL MDR / 2 2X10 H R
N (
�rl
17'-3Y:" � 51 9'-4 31/32"��� 32'-7'
1 > ENTRY 'I COAT RACK
Q 'I w/BENCH
62"
BUILT INzn
Ifl I 1.1 01 N + T
oc ' a M ' ' 2'-7" HALF o0 00
II� / BATH n privacy panels
14"TJI 110 LVL FLUSH L s�3 SOUTH DECK 5/44 mahogany
Ln
@16'oc LL Ln LL z `r 55 with 4"spacing
_ VERIFY WALLTHICKNE
`a, betweem posts 10'_Q'l
-------------
a 0 > PER SHOP DRAWINGS BY
N 3-4" VERIFY SCREE WITH OWNERS BEFORE SHOP DRAWINGS.
EAST ' ANDERSEN. 16y0 MULTISLIDE DOOR EXT.STACKING
I I I I I I IIV � � vIm
PORCH I I I I I :UPI Iv m — ry o 4'-0,I 2'-4" 7,
a
3'-0"
Z a-2X8 H D ONF
I1I1SIII
I1III1i I IIIIIIII'
J�3"' 1IIIII I I IIII►1IIII I(II II IIII1II I II II I IIIIII1 II II II I IIIIIIII IIIII II IIIIIIII IIII I II
o IIIIIIIII I II II II IIIIIIIII I IIII II
--------_---
---- ----_--_---_-_---_---
(3)11-1/4LVL HDR
+
3I on >
- aa ' 1 1in u y "1 1 O "
- 0 ^ 00
DN 00m >'00 24/, 5'8" 8 -_-_----_-
-_--
_--
'o "I"""nuhninIlI I IInn"n""I"n"„I npilli"I"nlInI I
IunlI,l''''l
6X6 POST , N(Typ) 58
LJBW 8 J11— _ H R 4 " tBW6'-0%
4 0 2_11-1/4 LVL /2 Ivl H R 3-1/ 5-1/2 o uiu---- ,I PANTRY -- LIAM-------- 'privacy panels X`� ' Cr/44 mahogany X
11 " Im 4'' " % - Nwith 4"spacing /: ' I Nbetweem posts 6'-0" 4'-11/:" ILL II ly
(4 9 1/2 LVL FLUSH[BEAM ofIVING DININ
L w Veam toceonter over a)semten rA W m 4 till,
IIII
c uj
a(COLLAR TIES) o OPEN CEILING
BEDROOM No. 2 ° ° N
Ln Iw WEST PORCH
10'-11Y" 514„ J OPEN CEILINGI E
PO CH TO HAVE RETRACTABLE,
o V AUTOMATED SCREENS.0°X
4'-0' 00 3-6 t DE KING TO BET&G OR EB-lYBAT 11%2T ' I I ^I I Ln Hilt6
. 0Hilt
V = N
KTCHEN4 F AT x
oo TILE/STONE BEDROOM o. 1 HEARTH l'Il
l
i, I,
'
nnl
nln
1D nil
� -' ® I I nin
IIIII
nl Ln O I ZIRCON TILE/STONE IIIII
3-11-1/4 LVL HDR 3-2 10 HD 3-2X10 H R 1 'i 2-2X8 HDR 2-2X8 DR FIREPLACE WALL
p 3 7-1 LVL 2 12"S IEELPLTS d ----- ---- -------- --4=== �
CXW24TEMPER CXW24 y 3'-3Y:" Il'-6Y:" •ti C 15
A41 N CXW15 EXISTING WALL TO
BE BUILTINTOA
i 2X8 CJ 16"OC DN 2X6 WALL ALONG
EXTERIOR WALLS
I
fbRl
L _ _ _ _ _ _ (balcony above) OUTSICESTAIRTO BASEMENT
CXW 135-3
5'9" 8'-9Y2" Ir 6-11%" 4'-6" 9'-10'Y4" 6'1'/." 6'-8" 12'-7%"
26'-0" 16'-OY," 25'-11Y2" O
1.EXTERIOR WALLS TOP BE FRAMED OUT TO 2X6 DEPTH.
2.EXTERIOR SIDING TO BE iX8 T&G,WITH UNDERLAYMENT
PROPOSED 1ST FLOOR PLAN PERMFGAS TEDBYOWNERS.
3.EXISTING O OPENINGPENINGS,REMOVED,TO BE CLOSED OFF,
4.INSULATE WALLS PER COMPLIANCE REQUIREMENTS.
SCALE: 7 1�4�� = 7 1 f-�I� 5.GC TO SCHEDULE WALK THRU WITH OWNERS AND
ELECTRICIAN FOR LOCATIONS AND QUALTITIES.
6.INSTALL SMOKE AND CO DETECTORS TO CODE.
7.HVAC BY MECHANICAL ENGINEER AND LOCATIONS
TO BE REVIEWED WITH OWNERS.
8.INTERIOR WALLS TO HAVE 1/2"DRYWALL AND
GREENBOARD IN BATHROOM.
pF NEij/Y
P �5 UECR/T 0
00
.f, 0
n zm �
A�0 ssk� P
ADDITIONS AND ALTERATIONS TODD f FFCOAT
50 ROCHELLE PLACE STEPHANIE VISCEGLIA
DRAWN BY: Nettie Schu PAGE:
MATTITUCK, NEW YORK email:
SCALE:hAS NOTED
m
SCTM # 1000-144-5-1 DATE: FEBRUARY 16, 2026 A 105
30'-011
1
2'-2'/2" 7'-011 7'-011 7'-7" 6'-2'/2"
lo le
I
I
CXW13 CW135 CW135 CXW24
CD
H
J =N
_Vr o0 Q
7x` '-'
M ' N N ® Q L(1
13'-3'/2" N 11'-6' ON
oe
2X8 JOISTS 016"OC „
�r
' BATH No. 2 0,
BEDROOM No. 3
=,y J
?zo � I
'd q sloped cIA , ; ; ; ; i i ISTAIRPIULL O(v fl I WN 1 N
2X8 OI "
/2
1 1 1 1 1 1 1 14'-7'/a" I N 3- "
I I i l l l l
rn
I _ i
5
U I I 1 I I I I I L - - ^ J i M 6 r
-0n
= I I 1 1 1 1 1 -
N I 1 N I x;o M
r n =
1 I I I 1 I I J
I I I I Q
2'-6" * HVAC TO BE LOCATED IN ATTIC
p CXW13 M = o� = p
m -------------------^' ---- 00
I
4'-011 x
N WALK-IN
N N
- - - - - - - - - - - - - - - - - - - - CLOSET a '
O
b ; -----------------
SHELVES
MASTER BEDROOM ;
rn` PEN CEILING =
2 (COLLAR TIES) oo o
J x Q M E::
— — — — — — — — — — — — ''-• — — — —N—fV 2X8 JOISTS 1
M — — — — — — — — — — — — — — — — —w I
c? Q
I
' MASTER
BATH
— — — — 2) — COLLAR TIE EVERY 4_ — — — — - -- / i. �o
® bottom of ties to be 9'above floor
T ; -
t\
15'-0'/2" 9'_71' 11
J
0 0
00 0+
FWGD910611-4 CXW24
(CAN LEVERED) O
1
BAL ONY
1.EXTERIOR WALLS TOP BE 2X6 WITH 1/2"SHEATHING.
21_011 2.EXTERIOR SIDING TO BE 1X8 T&G,WITH UNDERLAYMENT
PER MFGR AS SELCTED BY OWNERS.
3.INSULATE WALLS PER COMPLIANCE REQUIREMENTS.
4.GC TO SCHEDULE WALK THRU WITH OWNERS AND
10 8'-0" 13'-6" 4'-6" 5.INSTALL SMOKE AND CO DETECTORS TO CODE.
6.HVAC BY MECHANICAL ENGINEER AND LOCATIONS
TO BE REVIEWED WITH OWNERS.
26'-0" 0, 7.INTERIOR WALLS TO HAVE 1/2"DRYWALL AND
GREENBOARD IN BATHROOM.
PROPOSED 2ND. FLOOR PLAN
SCALE: 1/4" = 1'-0"
OF NERVY
QAl0
ER4-
W
) w
sip 072
SSA
ADDITIONS AND ALTERATIONS TODD J FFCOAT
50 ROCHELLE PLACE STEPHANIE VISCEGLIA
DRAWN BY: Nettie Schu PAGE:
MATTITUCK, NEW YORK email:
SCALE:h m AS NOTED A 1 G
# 1000-144-5-1 DATE: FEBRUARY 16, 2026Ob-
SCTM
metal roofing over
IWB underlayment
1/2" cdx sheathing
2X10 rafters @ 16" OC
3.5:12
blocking
2X8 joists @ 16" OC dbl 2X8 ties @ 4' OC
O b
RE-FRAME ROOF SECTION MATCH RAFTERS 00 p
LAYOVER 00
ROOF �p
9-1/2 lvl ridge existing ridge existing ridge
It
metal roofing over new 2X6 rafters
lWB underla meat ;; add 2 - Rx8 ties @16 oc
underlay
and bolt to each „ �� wall (4) 9-'1/2 LVL w
1/2 cdx sheathing; (3) 5 '8 STEEL PLT 3/4" t su floor _ _ new 2nd. floor
� 2X8 'oists 16 oc lx8 veritcal ssiding
side of afters 1 @
2X6 rafters @ 16 OC �� �� �� �
Q lip with underlayment
ERE 4 - 2'x12 girder dbl up existing remove existing joists 14" tji joists @16"oc 1/2" cdx sheathing
2x6 rafters bacony 2x8 pt joists @16"oc 2x6 wall
retractable screen to be installed
by others. verify details with
installer prior to framing porch
9'-6"
6x6 pt AFF
post
build in or sister to
build in or sister to
existing 2x4 wall existing 2x4 wall
to be 2x6 in depth L " to be 2x6 in depth
except where noted except where noted
on floor plan on floor plan
5/4 decking connected
together with eb-tys existing floor existing floor
+ 2x8 pt joists 16"oc
4 - 2X12 t girder 2X10 pt
p g A ledger
16" x 8" - 1' 0 pier 7_1°
ftg in O AFF door to no alterations to ex. basement
a
2 x 2' x 1' ftg existing cellar entrance existing
foundation foundation
L U
. .
• • d d • • • • d d • a, . d d • O • d • d • O • • • d d • • d d
O d • O • d d • a, • d d • O • • • d d • O • d d • O • • • d d • • d d • O • • • d 'd• • d d • O • d • d • • d O • d
remove existing slab top of new slab to flush •� ;
with top of footing at new finished space
CROSS SECTION A
SCALE: 3/8" = V-0"
ff NEVI,,
o Ir
r a: W
LU
o 71 2 �?
0 S1A-
ADDITIONS AND ALTERATIONIS TODD JEFFCOAT
50 ROCHELLE PLACE STEPHANIE VISCEGLIA
DRAWN BY: Nettie Schu PAGE:
MATTITUCK, NEW YORK email:
SCALE:hAS NOTEDm
SCTM # 1000-144-5-1 DATE: FEBRUARY 16, 2026 108
t-
2"
ri
�i 2" 0 � 0 � � 2"
a
iT Envelope Assemblies
TtA Prop. Req.
Gross Area or Cavit Cont. U- -
U Prop, Req.
O O , Assembly Perimeter R-Value R-Value Factor/ Factor/ UA UA
FASTENER TYPE: SPACING:
o.
8 WOOD-SCREW flat: Flat Ceiling or Scissor 5S2 21.0 0,0 0,041 0.026 28 15
BASED ANCHOR WITH 16 OC
tin.EMBEDMENT LENGTHTruss
® Compliance Cert I f'C a't a let, floor: Cathedral Ceiling S3S 113.0 0.0 0.052 0.026 4S 24
No. EO ANCHOR
WITH Q 0 2nd. floor: Cathedral Ceiling 245 30,0 0.O 0.034 0.026 8 6
BASED ANCHOR WITH 16"OC
tin.EMBEDMENT LENGTH g
Floor: All-Wood Joist/Truss 1116 30.0 0.0 0.033 0,041 59 83
BASED
dia.ANCHOR
Project Information Wall: Wood Frame, 16" O.C. 1634 20,0 0.0 0.059 0.060 14 15
BASED ANCHOR WITH 16"OC
tin.EMBEDMENT LENGThI
Project Title: Jeffcoat and Vfsce Ita Residence side light: Wood Frame a 0,300 0.320 3 3
g SHGC: 0.33
1/2"APA RATED SHEATHING
Energy Code: 2018 IECC casments and awnings: 200 0.2SO 0,320 58 64 GRADE PLYWOOD Location: Mattftuck, New York Wood Frame
(ALTERNATIVIVE:7/16"O.S.B.) Construction Type: Single Family SHGC: 0.32
1/2"APA RATED SHEATHING Project Type: New Construction single doors: Solid Door 63 0,280 0.320 18 20
GRADE PLYWOOD (under 5090 glazing)
(ALTERNATIVIVE:7/16"O.S.B.) 4SPACING:
Project Sub type: 2" None multi 11de door: GIasS Door 101g 0.2SO 0,320 31 34
Conditioned Floor Area: is40 ft2 (over 50% glazing)
Glazing Area: 20% SHGC: 0.38
Climate Zone: 4a (5331 HDD) Wall 1: Wood Frame, 16t1 e6 60 20.0 0,0 0.05S 0.00 44 45
FASTENER TYPE: Project No: 1859958 o,c.
No.8 WOOD-SCREW " ® ® All Electric: false g 0.2e0 0.320 41 45
BASED ANCHOR WITH 10 OC casements and awnings* 142
WINDOW SiLL 21n.EMBEDMENT LENGTH Is Renewable: false Wood Frame
No. 10 WOOD-SCREWS Has Battery: false
SHGC: 0.32
BASED ANCHOR WITH 12"OC Has Charger: false sliding door: Glass Door 61 0,320 0,320 21 21
tin.EMBEDMENT LENGTH g (over 50ga glazing)
1/4in.dia. LAGSCREW Has Neat Pump false SHGC: 0.22
BASED ANCHOR WITH 16"OC 0
21n.EMBEDMENT LENGTH
Construction Site: Owner/Agent: Designer/Contractor: �.�! �> ;, ;r
WIND13ORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 50 Rochelle Place Todd Jeffcoat and Stephanie Vfsceglfa
Mattftuck , NY y
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO -- -- _.. .__._.
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL �._.... ._...�._ ...,. ~
CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. Project Notes: The 9. Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules, It DOES
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. NOT provide an estimate of energy use or cost relative to a mfntmum-code home,
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck, Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Compliance Statement
The proposed building design described here is consistent with the building plans, specifications, and other calculations
Submitted with the permit application, The proposed building has been designed to meet the 2018 IECC requirements in
REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title Signature Date
3
3
11/4 1 V2 11/4
1 1/4 11/4 i 1Q
W..
LAV W C
SH ER
11/2
C.O.! 3 1 i/4 <.O.1 2 11
3 1 1/4 1 1/4
C.O.
3
11/4 11/2 11/4 11/R 11/4 11/4
SINK
3.1 V' W.C. IAV W.
F.A.I. O.W.
SH R
3 11/4 2
i 1/4 C.O. CO.I 3 2 IC.O.
3
Report Title: Jeffcoat and Visceglfa Residence Report Date: 2/16/26, 10:1S AM 1 of 2 Report Title: Jeffcoat and visceglfa Residence Report Date: 2/16/26, 10:19 AM 2 of 2
11/4
W.M.
14 1 1/2 v.1 V4
H EV t
11/2 3 11/4
2
C.O.Iq
C.O.
3
TOAPROVED SLOPE"i/4"PER FOOT PITCH TO DRAIN
SEPTIC SYSTEM 4'C.1.
TRAP HOUSE
PLUMBING SCHEMATIC
SCALE: NOT TO SCALE
�OF NE(N y
A`D EE,y"r
a
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ADDITIONS AND ALTERATIONS TODD JEFFCOAT
50 ROCHELLE PLACE STEPHANIE VISCEGLIA
DRAWN BY: Nettie Schu PAGE:
MATTITU CK, NEW YO RK email:
SCALE:hAS NOTED m
SCTM # 1000-144-5-1 DATE: FEBRUARY 16, 2026 A 109
C'
ID
IMP ,SON CONNECTIONS
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R301.2
WIND DESIGN SUBJECT TO DAMAGE FROM
o °o GROUND SEISMIC ICE BARRIER AIR MEAN
SNOW SPEED TOPOGRAPHIC SPECIAL WINDBORNE DESIGN FROST UNDERLAYMENT FLOOD FREEZING ANNUAL
LOAD (MPH) EFFECTS WIND DEBRIS ZONE CATEGORY WEATHERING LINE TERMITE REQUIRED HAZARDS INDEX TEMP
REGION DEPTH
LSTA 24
20ga.RIDGE STRAP 20 1 130 1 C D Severe 3 1 Moderate-Heavy None -
ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
°° 04 1. GC TO REVIEW AND VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION AND DEMOLITION. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
° EXISTING CONDITIONS ARE NOT TYPICALLY KNOW WITH AREAS NOT EXPOSED WHICH MAY REQUIRE ADDITIONAL JOINT DESCRIPTION QN SPACING NOTES (SEE PLANS)
BUILDING HEIGHT
DESIGN AND CONSTRUCTION/DEMO WORK DUE TO STRUCTIURE, DEFECTS, ROT, etc.px"4 RAFTER TO 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
2. PRIOR TO DEMOLITION AND CONSTRUCTION, PROJECT AREA TO BE SURROUNDED WITH SILT FENCING OR WITH TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL
HRC22 DESIGN CRITERIA (UNIFORM CODE) 2025 IRC, 2025 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
16ga.HIP-RIDGE CONNECTOR HAY BALES,TEMPORARY DRIVEWAY, DUMPSTER(S), SITE PROTECTION AND ANY ADDITIONAL REQUIREMENTS THAT CEILING JOIST 8'WALL: 3-8d COMMON EACH
LOCAL AND STATE AUTHORITIES REQUIRE. VERIFY SOIL CONDITIONS IN AREA TO BE EXCAVATED FOR POOR SOIL OR TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES
ANY UNKNOWN CONDITION WHICH MAY REQUIRE CHANGES TO FOUNDATION AND FOOTINGS NEEDED. CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.4 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
° ° 3. GC TO NOT CHANGE OUT STRUCTURE WITHOUT WRITTEN APPROVAL FROM P.E. ANY CHANGE OR ADDITIONAL PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 ROOF AND CEILING ASSEMBLIES 15 RAFTERS GREATER THAN 3:12 PITCH L/180
ADDITIONS TO BE REVIEWED PRIOR TO ALTERING FROM PLAN. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 (NO FINISHED CEILING)
OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 INTERIOR WALLS AND PARTITIONS H/180
4. BUILT-INS AND SPECIALTY DETAILS TO BE DISCUSSED BETWEEN G.C.AND OWNER(S) NOT IN PLANS. ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)WOOD WALLS 10 FLOORS L/360
5. ALL FOUNDATION, STRUCTURE, etc.TO MEET CURRENT N.Y.S. CODE. IT IS ASSUMED THE INSTALLERS ARE FAMILIAR COLLAR TIE AS PER TABLE 3.4 EACH FACE EXTERIOR BALCONIES AND DECKS 40 INTERIOR(LIGHT FRAME) STEEL WALLS 5 CEILINGS(PLASTER, STUCCO) V360
TWB WITH NECESSARY CONSTRUCTION TO MEET CODES INCLUDING ELECTRICAL, HVAC, etc,
TO RAFTER WFCM - SBC END NAIL FIRE ESCAPES 40 SIP WALLS 10 CEILINGS (GYPSUM) L/240
22ga.T-SHAPE WALL BRACING BLOCKING EACH TOE GUARDS AND HANDRAILS 200 MASONRY WALLS(8"THICK) 80 ALL OTHER STRUCTURAL MEMBERS L/240
6. POURED CONCRETE TO BE MINIMUM 3000psi, STEEL STRUCTURAL STEEL TO BE ASTM A36. HANGERS AND STRAPS TO BE TO RAFTER 2 - 8d COMMON END NAIL GUARD IN-FILL COMPONENTS 50
HCP CONCRETE WALLS (6"THICK) 85 EXTERIOR WALLS (PLASTER,STUCCO) H/360
GALVANIZED, EXTERIOR DECKS, BALCONIES, etc. REQUIRING STEEL CONNECTORS/STRAPS TO BE Z-MAX OR STAINLESS STEEL. PASSANGER VEHICLES 50
18ga.HIP CORNER CONNECTOR RIM BOARD 2 - 16d COMMON EACH END FLOOR ASSEMBLIES 10 EXTERIOR WALLS (BRITTLE FINISHES) H/240
7. ALL FOOTINGS TO BE MINIMUM 3' BELOW GRADE UNLESS OTHERWISE NOTED. TO RAFTER END NAIL NON-SLEEPING ROOMS 40 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (FLEXIBLE FINISHES) H/120
8. WOOD FRAMING TO BE#2 OR BTR. DOUG FIR; ENGINEERED MATERIAL TO BE WEYHAUSER OR APPROVED EQUAL. WALL FRAMING: STAIRS SLEEPING ROOMS 4o LINTELS (SUPPORTING MASONY WALLS) L/600
9. EXTERIOR FRAMING TO BE PRESSURE TREATED MATERIAL TO BE RATED AWPA U1, UC4A NAIL NAIL ROOF GROUND SNOW LOAD R301.2 4 20
10. SILL PLATES TO BE INSTALLED OVER FOAM SILL SEAL AND COPPER COATED TERMITE SHIELD ON FOUNDATION WALLS. JOINT DESCRIPTION QTY. SPACING NOTES
EQ EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
11. DOUBLE FLOOR JOISTS UNDER KITCHENS AND BATHS UNLESS OTHER WISE NOTED. INSTALL SOLID BLOCKING UNDER POSTS. TOP PLATE TO 2 - 16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
' Ea CS 20 ADD BLOCKING BETWEEN JOISTS AT 8' TOP PLATE FOOT SEE NOTE: 1 OC UNLESS OTHERWISE SPECIFIED BY MANUFACTURER. ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
20ga.x 1'/."
COIL STRAPPING 12. SUBFLOORING TO BE MINIMUM 3/4"THICK. INSTALL ADVANTECH AND INSTALL PER MANUFACTURE INSTRUCTIONS TOP PLATES AT 4 - 16d COMMON JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE
13. EXTERIOR SHEATHING TO BE 5/8" FIR GRADE CDX OR APPROVED EQUAL. INSTALL 1 COURSE OF PRESSURE TREATED INTERSECTIONS EA. SIDE NAIL
I STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
SHEATHING AT MASONRY PORCH INTERSECTIONS OR WET AREAS. STUD 2 - 16d COMMON O.C. NAIL FIRE PROTECTION SYm" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
14. ROOF SHEATHING TO BE 3/4" FIR GRADE CDX OR APPROVED EQUAL. HEADER TO 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
H 16 15. PROVIDE OWNER OPTION FOR BEARING WALLS, PLUMBING WALLS TO BE 2X6. SEE PLANS FOR ADDITIONAL WALLS. HEADER 16d COMMON ALONG EDGES NAIL
18ga.RAFTER TIE H7 TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
16. INSTALL ROCKWOOL SAFE AND SOUND ACOUOSTICAL INSULATION IN WALLS OF ADJOINING BEDROOM AND BATH WALLS TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END
18ga.RAFTER TIE H 2.5TEp�_ u U U i ENERGY CALCULATIONS 2025 ENERGY CONSERVATION CONSTRUCTION CODE NYS IECC 2024
UNLESS OTHERWISE SPECIFIES OR ADDITIONAL AREAS NOTED TO BE ADDED. PROVIDE OPTION FOR CAST IRON DRAIN PIPING PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL PRESCRIPTION CODE [RE] R402.1.3, R402.2.10.1
18ga,RAFTER TIE AT BATH WALLS. BOTTOM PLATE TO:
FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL
17. PROVIDE OWNER OPTION FOR ADDING ROCKWOOL SAFE'n'SOUND ACCOUSTIC INSULATION OR MINERI WOOL 60. FOOT SEE NOTE: 1,2
18. DRYWALL FOR CEILING AND WALLS TO BE 1/2"THICK. BATHROOMS TO BE MOISTURE RESISTANT AND CEMENT BOARD IN END JOIST OR BLOCKING
SHOWERS. INSTALL 5/8"TYPE-X FIRE RATED ON WALLS AND CEILINGS IN GARAGES. FLOOR FRAMING:
19. SHOWERS AND BATHS TO HAVE NICHES OR BUILT OUT HALF WALLS FOR SHELF JOINT DESCRIPTION NAIL NAIL NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
16" SP4 20. INSTALL BLOCKING BETWEEN STUDS FOR SURFACE BATH FIXTURES (TOWEL BARS, HOLDERS, etc). QTY. SPACING
0 20ga.STUD PLATE TIES JOIST TO: PER TOE SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
I' SP2.5A 21. DOORS BETWEEN GARAGE AND CONDITIONED SPACE TO BE RATED FOR MINIMUM 45 MINUTES AND INSTALLED WITH SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
18ga.STUD PLATE TIES STEELJAMBS AND THRESHOLD WITH SELF-CLOSING HINGES. 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O. 8d COMMON @ 6" O.C. SEE NOTES: 13
BRIDGING 2 - 8d COMMON EACH TOE
22. DOORS BETWEEN CONDITIONED AND UNCONDITIONED AREAS (ie. BASEMENT, ATTICS, STORAGE, etc)TO BE SOLID-CORE TO JOIST END NAIL SEE NOTES: 1 ( BOTH FIELDS)
BPRTUD3-4B MASA INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMM/ION @ 12" O.C.
WITH WEATHERSTRIPPING, AND DOORSWEEP. NOTE: 2 FOR PANEL FIELD
CUT LENGTH 3ga.3'/:"X 3" 16ga.MUDSILL ANCHOR BLOCKING EACH TOE
FROM COIL AS BEARING PLATE 23. G.C.TO SCHEDULE WALK-THROUGHS WITH ELECTRICIANS, HVAC, AND ANY TRADES NECESSARY TO CONFIRM THE PRODUCTS TO JOIST 2 - 8d COMMON END NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O. 8d COMMON @ 4" O.C. SEE NOTES: 1,3
REQUIRED TO BE USED, PLACEMENT LOCATIONS, AND TYPES WITH OPTIONS AVAILABLE. BLOCKING TO: EACH TOE
sP1• SILL OR TOP PLATE 3 - 16d COMMONBLOCK NAIL NOTES
20ga.STUD PLATE TIES :;I 24. ALL SMOKE AND CO DETECTORS TO BE HARD-WIRED AND CONNECTED TOGETHER WITH BATTERY BACKUP
25. PROVIDE OPTION FOR GENERATOR PERMIT BY ELECTRICIAN), POWERWALLS, etc. LEDGER STRIP EACH FACE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
5/8"ANCHOR BOLT AND NUT s ( ) TO BEAM 3 - 16d COMMON JOIST NAIL
16° (15'IN IN CONC.BLK.)V OC-2 STY,DMENT IN
CONCRETE 18ga.STUD 2PLATE TIES ea) 9
AND 1'FROM CORNERS AND INTERSECTIONS I i ' JOIST ON LEDGER 3 - 8d COMMON PER TOE 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
12"oc STAGGER FASTENERS TO BEAM JOIST NAIL the 4 foot perimeter edge zone attachments required shall be used.
IN 2 ROWS
• H8 • BAND JOIST PER END
•• Iff 2"MIN. 5-1/2"MIN.FOR 2X8 3 - 16d COMMON
18ga.STUD PLATE TIES ® ® ® ® 6-1/2"MIN.FOR2XIO TO JOIST JOIST NAIL 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
5"MAX.r ® ® ® ,.1/2"MIN.FOR2X12 For framingmembers with <0.42<G<0.49, the nails spacing shall be reduced to 6 inches o.c.
CS16 , I 3/4'MIN. BAND JOIST TO: PER TOE NAIL P g
I«Iz"MIN. LEDGER LAG ANCHOR
WITH WASHER
2 - 16d COMMON! 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
16ga.x 1Y."COIL STRAPPING , LA ANCHOR WITH WASHER SILL OR TOP PLATE FOOT SEE NOTE: 1
MTS 16
16ga.x 1%" LSTA 18 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
TWIST STRAP 20ga.x 1'b
STRAPPING +ao2a JOINT DESCRIPTION NAIL NAIL WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
LSTA 16 QTY. SPACING NAIL SPACING NAIL SPACING AT INTERMEDIATE
toga.x 1'/," CS 16 AS PER TABLE 3.8 SHEATHING LOCATION NOTES
STRAPPING STRUCTURAL PANEL 8d AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
16ga.x 1%" MTS 12
COIL STRAPPING M - SBC
16ga.x 1%" CEILING SHEATHING: 4' EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS)
TWIST STRAP NOTE: 2 FOR PANEL FIELD
0
FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAC,SCREWS, NAIL NAIL INTERIOR ZONE 18d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3
HD 2A 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS JOINT DESCRIPTION
a HOLD DOWN ANCHOIR JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN QTY. SPACING
u ° ® GYPSUM 7" O.C. EDGE NOTES
SOLID SAWN 5d COOLERS "
• ° ® FLOOR JOISTS osr O.C . FIELD
; ; WALLBOARD 10 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
WALL SHEATHING:
• SLOREA
D ED UPTO1:ZAYBE 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall
° T AWAY FROM THE HOUSE
L° JOIST HANGER GIRDER JOINT DESCRIPTION NAIL NAIL be used.
QTY. SPACING
° •° STRUCTURAL AS PER TABLE 3.9 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with
LTPa *;' 8d COMMONG>0.49. For framing members with 0.42<G<, the nailspacings shall be reduced to 16 inches o.c.
'°••,. e: °, 20ga.SILLTIEPLATE PANELS WFCM - SBC g
° / 7/16" OSB 6d COMMON 3" O.C. EDGE 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails.
LTP4 .• � ";
PLYWOOD 6 O.C. FIELD P g g
20ga.SILLTO RIM BOARD ZDGYPSUM Sd COOLERS 7°� O.C. EDGE
SILL TIE PLATE
GIRDER WALLBOARD 10 O.C . FIELD
a35F DECKING DECKING FLOOR SHEATHING:
A35F DECK JOIST DECK JOIST NAIL NAIL
JOINT DESCRIPTION QTY. SPACING
A3512 (2)1/2"GALV.OR S.S. STRUCTURAL PANELS 6" O.C. EDGE
CARRIAGE BOLTS WITH 8d COMMON
WASHERS AND NUTS GIRDER 1" OR LESS 12„ O.C. FIELD
SIMPSON CBS
ANCHOR NOTES. OF NEW y
CONCRETE POST CO
�P S I��rRiiOO��
EXTERIOR PIER THESE NOTES ARE ONLY TO BE REFERRED TO IF
WALL MENTIONED IN SCHEDULE NOTES ONLY. n `q '� w
DECKING DECKING m T: LU
1/2"DIAMETER LAG SCREWS, CONTINUOUS FLASHING,EXTENDED
FLOOR THROUGH-BOLTS WITH WASHERS (P
JOIST OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO 1). Nailing requirements are based on wall sheathing
PREVENT WATER INTRUSION LEDGER DECK JOIST DECK JOIST t th t nailed 6" on-center at panel edge. If wall sheathing
A p�
_ CAULK TO PREVENT WATER AND JOIST FLUSH ON TOP p g g
INTRUSION LEDGER AND RIM BOARD is nailed 3" on-center at the panel edge to obtain higher
D .a.•,•. JOIST FLUSH ON TOP
•a°• DECKING shear capacities, nailing requirements for structural
•b GIRDER GIRDER members shall be doubled, or alternate connectors,
DECKING ;ply 1-5/8"MIN.
"MIN' ISTS such as shear plates, shall be used to maintain load path. ADDITIONS AND ALTERATIONS TODD JEFFCOAT
D,,,�,a• 5"MAX. DECK JO
r MIN.
• DECKJOISTS 2). When wall sheathing is continuous over connected STEPH.ANIE VISCEGLIA
FOUNDATION WALL ' •°y '•' JOIST HANGER °
NOTE: a °7,�o •.b a �, 2XACQLEDGERBOARD members,the tabulated number of nails shall be permitted 50 ROCH ELLE PLACE
BLOCK FOUNDATION :b;' e • DRAWN BY: Nettie Schu PAGE:
TO BE FILLED WITH :' JOIST HANGER ba• SIMPSON CC SIMPSON CBS per foot.
p nALE: AS eftieschul960@gmall.com
be reduced tol - 16d nail email:nettieschu1960@ mail.com
AN 2X ACQ LEDGER BOARD FOUNDATION
GROUT AT ANCHOR �'d° '••• . . ANCHOR ANCHOR M ATT I T U C K, NEW YO R K
' D . . A LOCATIONS ••• WALL r:Ar p, POST CONCRETE FDATE: NOTED EBRUARYI 6 2026 110
SCTM # 1000-144-5-1
PIER