HomeMy WebLinkAbout52184-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52184 Date: 08/18/2025
Permission is hereby granted to:
Casey Stone
3231 Wynsum Ave
Merrick, NY 11566
To:
Construct interior alterations to finish the basement of an existing single-family dwelling as applied
for to include a mini-split HVAC system.
Premises Located at:
1745 Stars Rd, East Marion, NY 11939
SCTM# 22.4-11.1
Pursuant to application dated 07/16/2025 and approved by the Building Inspector.
To expire on 08/18/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Alteration $739.50
CO Single Family Dwelling-Addition /Alteration $100.00
Total $839.50
'AA
Building Inspector
T TOWN OF SOUTHOLD=BUILDING DEPARTMENT
Town hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 fax(631)765-9502 Itt :/ utholdtown . ov "
a
b
V Date Recelved
APPLICAtION FOR BUILDING PERMIT
C L 0 "
For O(lke Use onlyD :
µ
PERMIT NO. 254 BWlding im or
q
ApplicationsO forms ae airentirety.Incomplete
applcatlo ivhnot be accepted.Where the ligant is not the owner,an 4 s Bulldingp Department,, ,
Owner's Authorization form(Page 2)shall be completed. Town of Southold
Date:7/10/2025
OWNER(S)OF PROPERTY:
Name: Gorse• c-- 'ov►i; SCTM#1000-022.00-04.00-011.001
Project Address:1745 Stars Road, East Marion, NY I{q 3�
Phone#: (516) q01, —4i01 Email: ASt .-q fVAe" ' ' Mai( . C,M
Mailing Address: 3Z31 V '"Sum Avz-,r Merric)r-.� AID{ t15"
CONTACT PERSON:
Name:Christopher F. Cw er,Vice President,L.K. McLean Associates Engineering&Surveying, D.P.C.
Mailing Address:437 South Country Road, Brookhaven, NY 11719 .
Phone#:631-286-8668 Email:cdwyer@lkma.com
DESIGN PROFESSIONAL INFORMIATION:
Name:Robert A. Steele, P.E., President&CEO. L.K. McLean Associates Engineering &Surveying, D.P.C.
Mailing Address:437 South Country Road, Brookhaven, NY 11719
Phone#:631-286-8668 . Email:rsteele@lkma.com
CONTRACTOR INFORMATION:
Name:Oasis at Mattituck Corp.
Mailing Address:3080 Route 1-12 Suite C,'-Medford, NY 11763
Phone#:631-767-007: En'°il.peter@mvdemayelwrnebuilding.com
DESCRIPTION OF PROPOSED CONSTRUCTION "
❑New Structure BAddition OAlteration ORepair DDemolition Estimated Cost of Project:
Elother Fwsned CAW $
Will the lot be regraded? Oyes NNo Will excess fill be removed from premises? OYes []No
t
PROPERTY INFORMATION' r
Existing use of property:Single Family Residence
Intended use of property:Single Family,Residence
: Are there an covenants and restrictions with respect to
Zone or use district in,which premises is situated:
this pro rty?'❑Yes'BNo IF YES,PROVIDE A COPY.
AC g�lirovWd by
@ check Box After Reading: Tfw ormer�raw"tractor/deslto Prerteasl at f�r�tpor"abbbe foswaEl afrataaw�ge aardl a toroa ws
0"pterU6oftheT�anw++n cam.�, lCA"MN 6��KRESY�C to the ltw�peparh""''or'be basu! w�of a du x Pexma� Ntw"ot f ftglN ��
a�rocooftheTerw"Of easat6OKSuffakCouwnky,6�gwYor6"a�rufttt9hw"ra�brpblca"brlo�w"ss,ora6fnasrRaaarrRe ba"tb fo�rk���""f� �a
adolont atbarattar"rs or for mwavat or bo"t as tMarein deasratbed.VW app'Rcaot aR"rea to wars**"b as aPram"
fxnr sb code end ra t'atkm aad to oomtt auttaorhed taspa ctra r on pra
wrtw sadIrr tra�"1 for ems'knpecttors.rasbaestatemerrts made Imeto are
et a Cbaas A rt,tsdew"tarror Pwauant to$ectboo 214AS of the New York Mate Penal taw.
Owner
Application Submitted BY(print name):Christopher F. Dwyer @Authorized Agent ❑
r ry ..
Date: 7
Signature of Applicant:
-11-25
STATE OF NEW YORK)
SS: , w
COUNTY tF0 her F. Dwyer worn,deposes and says that(s
Christopher being duly s ) e applicant
a r "
p � he is th
(blame of individual signing contract.)above named
(S)he (Contractor;the Agent,corporate Officer,etlbe said vtiroA and to make and file this 4
of said owner or owners and is duly authorized to perform or have perform
application;that all statements contained In this application are true to the best of his/her Icnovrledge and belief,and.
that the work will be performed in the mannar set fdrtit in the application file therewith.",'
,Sworn before me this 4"
n
day of Notary u i
CHRIS nNE NEGAND
PROPERTY o l�J�I•Iol 'f ( MY PUBIX.State of New York
,01WIG210 B,
(Where the applicant is not the owner
�Aft 1T
t, Pi residing at o 174 5 " .� -Ar^
o do hereby authorize Christopher F. Dwyer, to apply on
my behalf tot T of Southold Building Department for approval as described herein.
Own s Signature
tb to
Print Owner's Name _
a 3
2
Generated by REScheck- eb Software
Compliance Certificate
Project 2023_017 Oasis 2-R-S finished cellar
Energy Code: 2018 IECC ��
Location: Southold, New York C t
( M4
Construction Type: Single-family
Project Type: New Construction
Project SubType: None
Orientation: Bldg. faces 180 deg. from North
Conditioned Floor Area: 4,613 ft2f^
Glazing Area 12%
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
All Electric false
Is Renewable false
Has Charger false
Has Battery: false
Has Heat Pump: false
Construction Site: Owner/Agent: Designer/Contractor:
1745 Stars Road Modern Age Home Builders, LLC Jerry D'Amaro
East Marion,New York 11939 3080 Route 112 D'Amaro Engineering
Suite C 20 Mariposa Lane
Medford, New York 11763 Manorville,New York 11949
631-569-4513 631-878-7808
peter@modemagehomebuilding.co
m
Compliance: 1.9%Better Than Code
5da9. orr l,)r rrde tradeoffs are no longer considered in the UA or peu„d'ornran ce corinipliance path in REScheck. Each slab-on—,grade
assernWy in the slat*c fnecl dir ate zone roust rneet the m4iirrrum energy code insulation R-valtw and depth rer.Wreumits,
E V l li
Gross Area Cavity Cont. Prop6 Req. Prop. Req.,
Perimeter
Ceiling: Flat Ceiling or Scissor Truss 473 39.0 0.0 0.030 0.026 14 12
Ceiling:Cathedral Ceiling 1,540 39.0 0.0 0.027 0.026 42 40
Wall-Front Main:Wood Frame, 16"o.c. 1,008 15.0 5.0 0.053 0.060 42 48
Orientation: Front
Door-Front: Solid Door(under 50%glazing) 34 0.230 0.320 8 11
Orientation: Front
Window Front:Vinyl Frame
SHGC: 0.27 179 0.300 0.320 54 57
Orientation: Front
Project Title: 2023_017 Oasis 2-R-S finished cellar Report date: 06/25/25
Data filename: Page 1 of 9
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The pro building has be V designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with t mand tory re uirem t listed in the REScheck Inspection Checklist.
erome T.D'Amaro II AP • 1 D J N 2
Name-'Title S' nz ure a e
President,D'Amaro Err ineering and Surge irr ,P.C.
Name-Title 'Signature Date
Project Title: 2023_017 Oasis 2-R-5 finished cellar Report date: 06/25/25
Data filename: Page 3 of 9
ce e a um
Section Plans Verified Field Verifiedd Foundation Inspection Plans Comth6htslAssumptlons
value value,
402.1.1 Conditioned basement wall R-r~ Mmmmm R µ ❑Complies m tSee the able fo Envelope Assemblies
[F04)1 insulation R value.Where interior ❑Does Not values.
s insulation is used, verification ❑Not Observable
may need to occur during
Insulation Inspection. Not ❑Not Applicable
required in warm-humid locations
in Climate Zone 3.
303.2 Conditioned basement wall ;❑Complies Requirement will be met.
[F0511 insulation installed per / ``'❑Does Not
manufacturer's instructions.
o ' ,..❑Not Observable
❑Not Applicable
402.2.9 'Conditioned basement wall ft ft ❑Complies ;Seethe Envelope Assemblies
[F06)1 'insulation depth of burial or ^❑Does Not table for values.
:distance from top of wall. []Not Observable
❑Not Applicable
3012.1 A protective coveringis installed /, ,/�/�/�i%�i� //�i'%� ���°///// ' ,/ ❑Complies Exception: Requirement is
f/i /i/i/%i�/�// a/// /%ir�� ��/i//////%///�rii/�/��?❑D'�p'ES Not not applicable.
(Ft)11]� to protect exposed exterior �r�///�/ %� �/// i ;�%,,,��/�//�/
insulation and extends a
401 minimum of 6 in.below rade. ' ❑Not Observable
❑Not Applicable
�❑replies ',Exception: Requirement is
403.9 Snow-and ice-melting5 Stem � /��ii� % %/ i�
%%/ /iii�///� //� / //�i�%�irr ///ii Does Not not applicable.
(F0121 'controls installed. � / / /, / ,,,, ❑
/ ❑NotObservable
❑NotA Applicable
Irc
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: 2023_017 Oasis 2-R-S finished cellar Report date: 06/25/25
Data filename: Page 5 of 9
Secuain Ply ns 1f a lfled Fl+eldi I/+ Ited
lac a 11 ,... Insulation Inspe Hera value value ❑Cornpk ecomplies? Requirement II be mei+ ads...
303`�1 AII installed insulation is labeled ��� t.
11131 or the installed R-values ❑Does Not
provided. „�✓U�' '��/,,!, ❑Not Observable
❑Not Applicable
t
...........
1.1, 'Floor insulation R-value. R- R- Complies See the Envelope assemblies
402.2.6 ❑ Wood ❑ Wood '❑Does Not table for values.
[IN1)1 ❑ Steel ❑ Steel ❑Not Observable
❑Not Applicable
303.2, Floor insulation installed per ,,,� '�;, � � °%i/%�� �%� ,� ❑Complies Requirement will be met. �"
402,2.8 manufacturer's InStR1CYlOnS and %� ��i/ �/���i/ �i/�// o ��!/��� �❑
�, /��iii Does Not
[IN2)1 in substantial contact with the �� i; ji �a��� „/ �� ��, , ;%
underside of the subfloor, or floor, ,,,, ,� %'%'���;jjai%`������%���l`�,,�,Oa'i�i'� '❑Nof Observable
��i�, i,, ���� �,, ��❑Not Applicable
framing CaVlt)I insulation IS In /�//�/i��� io��,i� �'�/ , �% �j �n
contact with the top side of
sheathing, or continuous
F
:insulation is installed on the r
underside of floor framing and A/
:extends from the bottom to the
top of all perimeter floor framing
=members
402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies Seethe Envelope Assemblies
402.2.5, mass wall with at least Yz of the ❑ Wood ❑ Wood ❑Does Not table for values.
402.2.6 wall insulation on the wall ❑ Mass ❑ Mass :❑Not Observable
[IN3)1 exterior,the exterior insulation ❑ Steel El Steel ❑Not Applicable
requirement applies(FR10).
........ ._.--.--- .
,77
303.2 Wall insulation is installed per ;" ;❑Complies Requirement will be met.
[IN411 manufacturer's instructions. �, ❑Does Not
❑Not Observable
T❑Not Applicable
r
Additional Comments/Assumptions:
....1 Hi9h Impact(Tier 1) edium Impact(Tier 2) .. r Low Impac.t T( e r Project Title: 2023_017 Oasis 2-R-5 finished cellar Report date: 06/25/25
Data filename: Page 7 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
_ _. ..
403 2 I„,r..iHot water
boilers supplying heat % i °%; ❑Complies Exception: Requirement is
[ ]z ,throughp p g ' ' �' %/" Does Not not applicable.
FI26 one-or two-pipe e heating /l; ii ❑
systems have outdoor setback
control to lower boiler water ' ' if ❑Not Observable
temperature based on outdoor r'' ❑Not Applicable
,temperature.
.............�......
.ow.�..o ...ate
403.5.1.1 Heated water circulation systems „ ,, „i ,, ,,❑Complies Exception: Requirement is
[FI28]2 have a circulation pump.The jf � !! / %/ /!!❑Does Not not applicable.
i ��system return pipe is a dedicated %/
❑Not Observable
return pipe or a cold water supply
pipe. Gravity and thermos- ❑Not Applicable
syphon circulation systems are
not present. Controls for i
circulating hot water system
pumps start the pump with signal
or hot water demand within he I
occupancy.Controls
automatically turn of the pump
when water is in circulation loop
is at and temperature set-point tem
P P
no demand for hot water exists.
403.5.1.2 Electric heat trace systems ��' �� ® mplies Exception: Requirement is
[FI29]2 comply with IEEE 515.1 or UL �� %/�ii i� '„ °!, " ❑Does Not not applicable.
515. Controls automatically /fit%�%%J/�%'/Q %��/l/e1l� %'❑Not Observable
adjust the energy input to the f r �
1 9Y P
Dflyff' j/i% Ji//%/'I%i %/l' PP
heat tracing to maintain the r� /r/ f�// �� ���t' � /' �❑Not Applicable
desired water temperature in the
piping.
.........................
403.5.2 Demand recirculation water i� ❑Complies Exception: Requirement is
[F130]2 'systems have controls that �° �, ❑Does Not not applicable.
manage operation of the pumpNot Observable i
� i
and limit the temperature of the ii��%%% % %❑
water enteringthe cold water o 1/ Not Applicable
l�P 9
z — , ""f; Ji'/ " j /i ❑Com lies ._
4 03 �.4 Drain n water heat recovery units p 'Exception:
is
ion: Requirement is
tested inaccordance with CSA
not applicable.
% ❑Does Not
B55.1. Potable water-side
pressure loss of drain water heat „� ���� ❑Not Observable
recovery units < 3 psi for '"� ���� ��""
' ❑Not Applicable
individual units connected to one
i
or two showers. Potable water- '
,side pressure loss of drain water
heat recovery units <2 psi for
individual units connected t0
three or more showers.
404.1 90%or more of permanent ❑Complies Requirement will be met.
[F16]1 fixtures have high efficacy lamps �� '� %� ' Does Not
i� iii i
Jnfl
❑Not Observable
❑Not Applicable
404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met.
[FI23]3 no continuous pilot light. �, �� �� ❑Does Not
i
a "" ��� , �� /� r ,i�i' "i/ri ?❑Not Observable ;
00 0
Not Applicable
401.3 Compliance certificate posted. �" �� �� �; /i ,'❑Complies Requirement will be met.
[F17]2 []Does Not
❑Not Observable
❑Not Applicable
303.3 Manufacturer manuals for 'LlComplies Requirement will be met.
[F118]3 mechanical and water heating „ ❑Does Not
systems have been provided.
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
_...........
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 l-aw Impact(Tier 3)
Project Title: 2023_017 Oasis 2-R-S finished cellar Report date: 06/25/25
Data filename: Page 9 of 9
I
� 7 O
235# ASPHALT 5HINGLE5;MIN. (4)-FA5TENERS PE
1=MERGENGY ESCAPE WINDOW WELL R z � \
[R310.2.3]: STRIP FOR EAVE5 LE55 THAN 20' ABOVE GRADE O z V
b" CONCRETE STEM WALL ON 16" x
BASEMENT WINDOW SPECIFICATION: P.G. FOOTING tu
No. 15 ASPHALT FELT UNERLOPES;O E LAYER
a
PROVIDE FALL PROTECTION OVER TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12
FELLA LIFESTYLE SERIES CASEMENT INSIDE BAGKFILL SHALL BE 12" LAYER WALLS AND AN INTERIOR LADDER. SELF-ADHERING POLYMER-MODIFIED � <
FRAME SIZE: 32" x 41" OF GLEAN GRAVEL OVER GLEAN BITUMEN ICE SHIELD BARRIER[Rg05.1.2] z
COLOR: BLACK SAND S GRAVEL TO BOTTOM OF 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 6:12 SLOPES ILI
6LA55: INSULATED LOW-E ARGON FOOTING. 36" IN51DE EXTERIOR WALL LINE FOR > &%12 5LOPE5
SIDE PIVOT HARDWARE GRAVEL SURFACE TO BE A MINIMUM 6 2x8 [UG3B] P.T. LEDGER R� Q
U=0.2q 5HGG=0.27 DP RATING=50 BELOW SILL. 1/2"D x 4" GALV. LAG 5GREW5 AT I6" O.G. STAGGERED O W
MEETS 5.7 sf EGRESS � �
(TYP-3) [R507.2] I/2 STRUCTURAL PANEL SHEATHING R803.2]
75,-6„ R-3q CLOSED-CELL SPRAY FOAM (5PF) INSULATION Q z
LL
31'-0" 42'-6" 2'-0" 50LID WOOD BLOGKING t<
13'-0" 151-0" 4'-6" 5'-6" 14'-0" b'-6" 12'-0"
GEILING JOIST ~Q IJ-
P.G. FTG � DECK LATERAL CONNECTION [R507.q.2] DRIP EDGE [Rg05.2.8.5]
SIMPSON DTT2 Ix& WOOD FASCIA
- - - - - - INSTALL IAW MANUFAGTURER'S SPECIFICATIONS
I/2" GYPSUM WALLBOARD y
(TYPICAL-2) SOFFIT VENT IIIWXXK
- -} I DOUBLE 2x TOP PLATE VINYL 510ING. ATTACH THROUGH RIGID
- - - - -) - (2)-2x8 P.T. GDR L - L - - - - - - , MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER
_ _ - I LL w I _ _ I AREAS ANDRTOIRE515TT A MI MUM 20 5 INSTRUCTIONS FOP, 5f-WIND
BARENFORCED CONCRETESEMENT ENTRANCE RRETAINING WALL dJ I I I (L ABOVE dJ I I SUCTION LOAD (EXPOSURE B) OR 40 psf
#4 REBAR AT 12" ON-GENTER EACH WAY j[) ( I I I m I I I I (EXPOSURE G). n
STANDARD HOOK AND LAP INTO 16" x 8" P.G. J - - L - - cv Q - - - L - - J
FOOTING. 2" MIN REBAR COVER r- - - - - - - - - - - - - - - - - - - - - -) Z
AL
PLASTIC HOU5EWRAP INSTALLED UNDER FOAM
- - - - - - - - - - - - - - - -- - - - - -- 2g2s _ - - - - - - - - - - - - - - - - - - -2135 - - - - - - - - - - � I INSULATION. INSTALL AN TAPE ALL SEAMS PER
I CASEMENT CASEMENT WATER I 2x4 WALL STUDS AT I6 MANUFAGTURER'5 INSTRUCTIONS [R703.2]
O.G. Q
R-15 UNPAGED FIBERGLASS BATT INSULATION
r 3 " H N I [ I1.7 8] GONG PLAT I GOULDS HYDRO�RO WATER SYSTEM TANK I I R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5)
;p I I AND STEPS I EMERGENCY ESCAPE d WELL WATER PRESSURE STORAGE I I I/2" GYPSUM WALLBOARD GAPRIOI-EAD NAILS WITHFOAM A. INSTALL 3/4"
N 15 R 5E 5 - QO RE56UE OPENING [R310] WATER SERVICE RISER I I R-15 2" GLO5ED-CELL 5PF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND
DRYWELL I6 O.G. FIELD.
(ALSO AT RIM JOIST IN SECOND
- - - _ - - - - - - - - - - - _J _ 4-3 - - o e L FLOOR PLATFORM - NOT SHOWN)-
L - - - - - - 1/2" STRUCTURAL PANEL SHEATHING
PROPANE GAS INSTANTANEOUS CONDENSING BOILER
--
- -- - - - - -- - - - - - - - - - - - - - - - - -I - -- - - - - - --I NAVIENNPE-24052
_ GLA55 IV DIRECT VENT, ZERO CLEARANCE L - I 3/4" STRUCTURAL PANEL SUBFLOOR - 2x 50LE PLATE
i I INSTALL IAW MANUFAGTURER'5 INSTRUCTIONS O I [p 2x BAND JOIST Z
2x8 PLATFORM I 4 p - INPUT: Igq.q MBtu/h;UNIFORM EF = OAb 4'0 I '�
Q AHRI #206365362 r - I 2x6 PRESERVATIVE TREATED SILL [UG2]
LH Im I I N GAS FURNACE WITH COOLING COIL I I FLOOR JOISTS COPPER TERMITE SHIELD
J I I NOTE: LENNOX MERIT MLIgbUHO45XE36B I -� OVER SILL SEAL 1X1' ,
IN I I I HOLDDONNS ARE DIRECT VENT GATEGORY IV V EXTEND 51DINO TO WITHIN 12" OF FINAL
I3 ( ZERO CLEARANCE
p ( NOT REGU I RED FOR GRADE FOR HISTORIC, DISTRICTS
DOUBLE FRAME _ INSTALL IAW UL LISTING, NFPA 54 AND ( I WOOD SILL PLATE TO FOUNDATION ANCHORAGE
IE z AT STAIRS ( I O THIS FROJEGT. MANUFAGTURER'5 INSTRUCTIONS I [R403.1.6]
I�Lu
I I I (FIRST STORY ZONE) ( ' MINIMUM Y2" dia. ANCHOR BOLT5 SPACED NOT t(�N I Ip FEET ON-OENTER EMBEDDED
r/ I I I 0AFGO ZIP MODEL 4X i I NOTLE55T THAN 7THAN61NTO CONCRETE OR GROUTED FIN15H GRADE V
�0 I _ _ _ _ _ 4'4P 5TL COLUMN � \
Ia p I I ON 2'-6"x2'-b"xl2" DEEP P.G. FTG. g Y I I'-6" CELLS OF CONCRETE MASONRY UNITS. THE V
BOLT5 SHALL BE LOCATED IN THE MIDDLE THIRDi \1/ \y
Q I DEMO WALL WHERE SHOWN w/(3)-#4 REBAR EACH HAY5x14 LVL GDR ° L OF THE WIDTH OF THE PLATE. A NUT AND
(IN GREEN-TYPICAL) (2)-1.7 (ENGINEERED DESIGN) (�/
Iu Q I I I I (ENGINEERED DESIGN) WASHER SHALL BE TIGHTENED ON EACH ANCHOR I- ly Q O
(TYPICAL--f) BOLT. THERE SHALL BE NOT FEWER THAN TWO Z m W 'J
IO I i
r 7 I _ BOLTS PER PLATE SECTION WITH ONE BOLT a
- -
Io I I - dJ LOCATED NOT MORE THAN 12 INCHES OR LE55 V z �i z
dJ I I I I I I i ( I I I I I I , I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH u Ul '
i UNEXGAYATED I - - - - --2- - - - - -�— - - - - 2- - - - - �- - - - - -2 - - - - -- - - - -2— - - - - m END OF THE PLATE SECTION. WALLS 24 INCHES 0- - 0 z z 4 dJ z Q�
m I I I I I I I I I I I I I I I I o 16 Lu U- mo b- O z W
BEAM (TYP-2) I I FEWER THAN ONE ANCHOR BO SHORTERKET TOTAL LENOTH OR LOCATEHALL D N T�E Uj¢ Q < _ 0 z
L - 11 - - � :_ :: �- - - � L - - -� _ :, L - - � _ :: �
CENTER THIRD OF THE PLATE SECTION AN !i 3 Z 0 z �- z
6'-6" 6'-6" 6 6 6 6 b b b b 6 2 - SHALL BE ATTACHED TO ADJACENT WALL Q w u mAs�z:
IQ I I r PANELS AT CORNERS AS SHOWN IN ITEM q OF La v vV < } j W
I 3-8„ TABLE R602.3(I). 0 o a "=yIU
< _, m lX0 Q
I 10" POURED CONCRETE FOUNDATION STEM WALL I R-11 BASEMENT WALL BLANKET INSULATION 0_ O u� O � Q X
VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. I �- - - - Q N 0+, p 0. (v t(, O 4
I I LV4" To 4314" GONGRETE COVER FROM INSIDE FACE P.G. FOUNDATION WALL WITH UNBALANCED BAGKFILL Q[Q w " O} + - V / z Q
N I Iz0 0 HORIZONTAL REINFORCEMENT: #4 REBAR AT 0" O.G. I I LE55 THAN OR EQUAL TO & ft: GONTINUOU5 r� O OL d) z-(3 Q
dj I I O I TOP BAR WITHIN 12" OF TOP OF WALL o z I I- - I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR j * O O I
SANITARY WASTE PIPE UPON 24' x 12 Ht CONTINUOUS P.G. FOOTING WW WITHIN 12 INCHES OF THE TOP OF WALL STORY AND
MINIMUM 3'-0" BELOW GRADE yBA5EMEN I' W I I I I I I ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL
O I- 4" P.G. SLAB I- N N I I I I I I �, STORY;OTHERWISE,SEE PLANS [TABLE R404.1.2(I)] Q O x
I� I I Q v I L _ J I EXPANSION JOINT
I00 I I - - - - - - - - - - - - - - - - -� u- � I I O Q
- P.C.
FLOOR- _ _ - - _ _ J
POURED CONCRETE F OOTING
fit_
it•_
I ON UND15TURBED SOIL [R4o3.1] 4CjlELEG PANEL J I
,`t°•�..
fR[rtL- - - - - - - - Jm 6 MIL POLYETHYLENE FILM
DECK 2x8 [UG3B] P.T. LEDGER CONTINUOUS UNDER 5TEMWALL
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1/2"d> x4" GALV. LAO5GREW5AT16" O.G.ABOVE 5TAGGERED [R50-IAl
— — — — — — — — — — — — — — — u -p
N T`rFIOAL EXISTINO NALL 5EOT1ON F- - - -- - - - - - - - - - - - - - Sr-,ALE: NTS D LIVERED JUN .�2
"
5
Y�4e
,2025
�,
�
-(F+ � J
- (2)-2XIO P.T. GDR
rr>
— — 0
- - - - - - - - - - - - - O � m
P.G. FTGLL 0
H i
- - - - - - - - - -
O q) Ul)
LL
2"
2" z
2" � 0 Q 'z Q
22-10° T-2 13'-O 10-O 22-O O r
z _
75'-0" (( ( CD z if)
o < IL
4"x4" [UG4B] PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON N ul CJ-
12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON O NO LU 0
24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM Q (X 'c-
MAXIMUM SUPPORTED LOAD AT 7' DE51GN DEPTH = Ok IN PRESUMPTIVE 2k BEARIN SOIL (TYP-(0) O W < O QW
(ENGINEERED DESIGN)
STRUCTURAL DESIGN NOTE J�J 0 V w
I— w z
In accordance with the 2020 RGNYS structural L- JU
EX 15T I NO FOUNDATION PLAN, elements such as engineered wood, steel and
SCALE: 1/4" = 1 ft steel/wood composite columns, beams, headers and
girders that: <
XI Z -
1) resist gravity loads, and d lu
�- cv ILI
2) are not contained In the prescriptive design
provisions of the 2020 RCNY5 = O O
were designed in accordance with O m
ANSI/AWG ND5-201,b with 2018 supplement. LL -L
Structural elements such as walls and fenestration
that:
DATE: AUGUST 2025
1) resist wind loads, and
2) are not contained in the prescriptive design EXISTING FOUNDATION PLAN
provisions of the 2020 RGNYS TYPICAL WALL SECTION
were designed in accordance with A5GE 1-16 wind
provisions and acceptable engineering practice. DRAWING NUMBER
where such elements occur in the plans, they are � : I
annotated "ENGINEERED DESIGN."
I
I
235# ASPHALT 5HINLE5;MIN. (4)-FA5TENERS PER
STRIP FOR EAVES LESS THAN 20' ABOVE GRADE z
[R905.2.6] J
DECK No. 15 ASPHALT FELT UNDERLAYMENT [Rc105.1.11
ABOVE TWO LAYERS 2:12 TO 4:12 SLOPES; ONE LAYER > 4:12
SELF-ADHERING POLYMER-MODIFIED
BITUMEN ICE SHIELD BARRIER [R905.1.2] Z
24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES UJI v z
36" INSIDE EXTERIOR WALL LINE FOR > 8:12 5LOPE5
1/2" STRUCTURAL PANEL SHEATHING [R&O3.2] Q
y� R IL
R-39 GLO5ED-CELL SPRAY FOAM (SPF) INSULATION () 0
NEW 2x4 FRAME WALL AND TANK z
3 " H ND I [R I118] OTHER PROPOSED CONSTRUCTION O It
(TYPIGAL-IN BLUE) 0 SOLID WOOD BLOCKING Z Ul
N 15 R 5E
1�1 O O
3068 3 1/2' GEILING J015T
Q u� lu
34'-6"f 5'-'7"t DRIP EDGE [R905.2.8.5]
_o I/2" GYPSUM WALLBOARD Ix8 WOOD FASCIA
2x8 PLATFORM m SOFFIT VENT >
DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID ++�
FINISHED CELLAR MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER
MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND lv^/
l j AREAS AND TO RE515T A MINIMUM 28 psf _
MEGH. RM 506TION LOAD (EXPOSURE B) OR 40 psf
VERIFY 36 MINIMUM AGGE55 UNFINISHED (EXPOSURE CI). z
U GLEARANGE IN FRONT OF
EQUIPMENT [M1401.21E3405.21
tY
Q (�
0 c�v _ _- PLASTIC, HOU5EWRAP INSTALLED UNDER FOAMtu
INSULATL - Y MANUFAOTURER'SN. AINSTRUCTIONS [-70L AND TAPE ALL 3.21 PER r(1
° 2x4 WALL STUDS AT I6" O.G. O
2868 EXISTING STEEL COLUMN 5061, R-15 UNFACED FIBER6LA55 BATT INSULATION
(TYPICAL-1) R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS)
1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51N6
GAP-HEAD NAILS WITH A MINIMUM 3/4" O
UNEXGAYATED = • e • • 0 • R-13 2" GL05ED-CELL 5PF INSULATION I6„PENETRATION;SPACED 12" O.G. PERIMETER AND
(ALSO AT RIM JDIST IN SECOND It
FLOOR PLATFORM - NOT SHOWN) 1/2" 5TRUGTURAL PANEL 5HEATHIN6
VERIFY PIPE GLEARANGE ALIGN WITH DUGT SOFFIT ABOVE
42'-10"t 3/4" STRUCTURAL PANEL 5UBFLOOR —
2x SOLE PLATE
2x BAND JOIST
= VERIFY 56" MINIMUM AGGE55 2x6 PRESERVATIVE TREATED SILL [UG2]
= GLEARANGE IN FRONT OF
= EQUIPMENT THROUGH OPEN
= DOORWAY [MI401.2xE3405.2] FLOOR JOISTS COPPER TERMITE SHIELD
OVER SILL SEAL
_ EXTEND 51DINO TO WITHIN 12" OF FINAL
HVAG NOTE:
GRADE FOR HISTORIC DISTRICTS
= 3068 A DAIKIN 2-TONNE MULTI-ZONE HEAT PUMP +� I/2" GYPSUM WALLBOARD
= SYSTEM TO BE INSTALLED TO EXGLU51VELY -
= SERVICE THE FINISHED BASEMENT ZONE. THE (�
LOCATION OF INDOOR OUTLETS AND - FINISH GRADE
-------------- OUTDOOR UNIT TO BE DETERMINED BY Z
UTILITY RM GONTRAGTOR IN FIELD. _
UNFINISHED
ELEG PANEL MIN. 1-1 SEER,q HSPF 1/2" GYPSUM WALLBOARDUJI
0 DECK N u w W m z 6
2 x 4 FRAME WALL WITH IL _ Z to z
P.T. BOTTOM PLATE 00 Co(3 -1 l O -1 W
(DO NOT COMPRE55EINSULATION) .,> N 0 v t�11 - CS z
LL
CD
p Qua = lu > tYU � � O
xi0 P.T. GDR R-I I BASEMENT WALL BLANKET INSULATION O z a O O p j� O O }�
- - - - - - - - - - - - - HATER 8 MOISTURE RESISTANT Q p IO d) V Q U
COMPOSITE WOOD BASEBOARD �'_ (� < 7
BOTTOM OF WALLBOARD SHALL BE 3/4" O 0
ABOVE SLAB FLOOR FOR M015TURE BREAK iL N
r'ipW
FROFOSEI�) F I N I SHErI ) OELLAR PLAN o Q
SCALE: 1/4" = I ft 4" P.G. FLOOR SLAB
CONCRE
------------------------------- POU--------------------------------------------------------------- 77RED UNDISTURBED
S FOOTING � A y,+
ROOF --- - - ON UNDISTURBED 501E [R403.1] � t v•, �,?'
y•.w"•aw My•� .
0
6 MIL POLYETHYLENE FILM ' -• r J
mi CONTINUOUS UNDER STEMWALL
— - - - - - - - - - - - - - - - - I - - - - - -- - - - - - - - - - - - - - - F OPOSED T)OOFIGAL MALL SECTION
SCALE: NTS
I I I I t i
-------------------I------- -- }------------------------------------------I---I----------------------------------------------------------------t-------------------------------------------------------
,
D LIVERED JUN 2 5 2025
GEILING LAUNDRY I I I FAMILY BATH �_ I — — — — MASTER BATH 1
>1 I I > -•- - - - > I > i I t > 1 > 1 > 1 > I
tI �i U) 1 I II ' III U) Un
WASHER ( 1 I LAV. ( 1 LAY. I LAV. t i I i O —1 ly
ly
1 I TUB I I I TUB I o o m
0 m
1 I I SHOWER lu t i O
2nd FLOOR I 1 I I I Q------------- --- --------- ------ r----------- -------- ----- Lyz�
---- 1-.11"21W2 W 3 W I-I/2" W r I-I/2" I-1/2" W 2' wW t ------------------------------------------------------- � � � -G.O. G.O. 2 II 3„ W 1 t G.O. " W I
2' W
-------------------------- ---------------------------- -------------------------------------------------------
GEILING - - - - - - - - - I cl
JU
KITCHEN — POWDER BATH
- - - - - - -1 - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - od L IL
>1 >t >1 >T >� OW d o O
:6 1 u)I �I t i STRUCTURAL DESIGN NOTE O !Y w � Z
— —I — —i —I in � � � 0 1x �
WG t wC I i In accordance with the 2020 RGNY5; structural
�— w �I�
KIT SINK X I x I I elements such as engineered wood steel and v < v
DI„1 LAV. LAV. g
steel/wood composite columns, beams, headers and 4 N OL
girders that: D_ II_ Z Lj
SHOWER 1) resist gravity loads, and I/ 7)
15t FLOOR -------------------- -------- _____ ____________________-______________ _____-___i 2) are not contained in the prescriptive design Q cz
------------------------- - ------j" H
- -------------- ------- --------- --- p p g v
2" w 1-I/2 w 3' w I-I/2 w 3 w 2 W I provisions of the 2020 RGNY5 -
G.O. 2" lq G.O. 3 W G.O. 2 H 3„ W i p O O
-------------------------- --------------------------------------------
--------------------------------------------------------------------------------------------------------------- ------y were designed In actor ante with
11- 0
CEILING I
4 W I AN51/AWG ND5-2018 with 2018 supplement. u- -1
G.O. 4f' W -1 �I F.A.I.
4 w 4" i Structural elements such as walls and fenestration
that:
DATE: AUGUST 2025
1) resist wind loads, and
i
L 2 p) are not contained in the prescriptive design PROPOSED
'LUM�31 NO RISER I� IC fi� M HOUSE TRAP I TO APPROVED rovisions of the 2020 RGNY5
I SANITARY SYSTEM FINISHED CELLAR PLAN
I
SCALE: NTS (NO CHANGES ARE PROPOSED) i were designed in accordance with ASGE -1-16 wind
BASEMENT FLOOR 1 provisions and acceptable engineering practice.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- DRAWING NUMBER
where such elements occur in the plans, they are J`
annotated "ENGINEERED DESIGN." �,(••�\