HomeMy WebLinkAbout47119-Z rF�=
�o�aS�EFUL cGy Town of Southold 12/6/2022
P.O.Box 1179
53095 Main Rd
ip1
9t Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43657 Date: 12/6/2022
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 850 E Gillette Drive,East Marion
SCTM#: 473889 Sec/Block/Lot: 38.-3-9.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/3/2021 pursuant to which Building Permit No. 47119 dated 11/17/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
single-family dwelling with finished basement(family room, bedroom and bathroom) front and rear stoops and
attached garage as applied for.
The certificate is issued to Tsatsos Theodora Liv Trt
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-2469 11/22/2022
ELECTRICAL CERTIFICATE NO. 47119 8/29/2022
PLUMBERS CERTIFICATION DATED 11/9/2022 P rSa ders
\4�vv
Aut riz S' n ure
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
N x TOWN CLERK'S OFFICE
"o . fi 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) t
Permit#: 47119 Date: 11/17/2021
Permission is hereby granted to:
Tsatsos Theodora Liv Trt
6331 W Estes Ave
Chicago, IL 60646
To: construct single-family dwelling as applied for per SCHD approval.
At premises located at:
425D 15, 44M Gillette Dr., East Marion 5-43-36X
SCTM # 473889
Sec/Block/Lot# 38.-3-9.3
Pursuant to application dated 11/3/2021 and approved by the Building Inspector.
To expire on 5/19/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,744.40
CO-NEW DWELLING $50.00
Total: $1,794.40
4
A ing Inspector
SO!/T�o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 • �Q roger.richert(W-town.southold.ny.us
Southold,NY 11971-0959 Q
�yCOUN1`1,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Theodora Tsatsos Liv Trt
Address: 850 E Gillette Dr City: East Marion St: New York Zip: 11939
Building Permit#: 47119 Section: 3$ Block: 3 Lot: 9.3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: homeowner DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph 200a Heat gas Duplec Recpt 67 Ceiling Fixtures 53 HID Fixtures
Service 3 ph Hot Water elec GFCI Recpt Wall Fixtures 14 Smoke Detectors 8
Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors 3
Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt30a Emergency Fixture Time Clocks
Disconnect 200a Switches 59 Twist Lock Exit Fixtures TVSS 11
Other Equipment: Electric clothes dryer-30a, gas range-20a, range hood, dish washer, wine cooler,
5-bath fans,3-paddle fans,electric hot water heater-30a, 19 combination GFCI/ARC fault circuit breakers, 1-heat detector,5 combination
Notes: smoke/co detectors
Inspector Signature: Date: Aug 29 2022
81-Cert Electrical Compliance Form.xis
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
. r��OUIV �f.
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION-
Date:
Building Permit No.- 47/1-7
Owner: 15A -F-SC)5 —THEU-oom-
(Please print)
Plumber:
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
i
(Plumbers Signature)
Sworn to before me this J�
day of�O er, 20,U
Notary Public,_ t CouIlly
DEBORAH H.VAN DUZER
NOTARY PUBLIC,STATE OF NEW YORK
Registration No.OIVA6186177
Qualifw in Suffolk County
Commission EVim April 28,
I Sour,
` * # TOWN OF SOUTHOLD BUILDING DEPT.
cou631-765-1802
INSPEC 7ROUGH
ION
[ UNDATION 1ST PLBG.
[ FOUNDATION 2ND [ ] INSULATION/CAULKING
[ZFRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
go
n, ell,
0 �j k?Zko K_ O� 'm
DATE 'y ?'��'v INSPECTOR ./
OF SO�lyo
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSUL-ATION/CAULKING ' ,
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION
[ f ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
(' ]\CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE INSPECTOR
a SOUTyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
ycourm, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND f I INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ - ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) 00 ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE Z�/ INSPECTOR `
t
f # TOWN OF SOI:ITHOLD BUILDING DEPT.
�ycourm,��' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] RO PLBG.
[ ] FOUNDATION 2ND [ SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL A/,,&
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
"bil C, 1� o v-
cr— .
y
DATE Y?i' INSPECTOR
Hampton Home Performance (631) 594-7101
PO Box 866-Bridgehamnton. NY 11932
DATE: 9/10/2022 TEST# 09102022B1
2020 NY-ECCC Blower Door Testing Compliance Letter
■ ■ ■
r
H•a
11 1rivtro=
C£r i
Home Address
Tested: 869.6
850 East Gillette Dr
East Marion, NY
Conditioned Space:
26,161 cuft
Blower Door Test:
must be<=3.0 ACHso
ACHso = CFMsox 60 min./hr. /cubic volume condt. space
Tested ACHso 1.9
ACHso = 869 CFMso x 60 min./hr. /26,161 cuft = 1.9 ACHso
Result: PASS
Better than code by 37 %.
Signature confirms the validity of the above test results.
��J��,/•�
X Attention Building Inspectors:
Pete Vargo Please do not hesitate to call to
RESNET Certified HERS Rater confirm that this test was
#2344429 completed by a third party,
BPI-DOE Certified Quality Control Inspector(QCI) independent, professional and to
BPI Certified Multi-Family Building Analyst verify TEST # and results.
BPI Certified Building Anaylst
BPI Certified Energy Auditor (570) 490-3928 (Pete)
Building Performance Consultant
Energy Star Partner
Hampton Home Performance (631) 594-7101
PO Box 866•Bridzehamnton. NY 11932
DATE: 9/10/2022 TEST# 09102022D1
2020 NY-ECCC Duct Leakage Testing Compliance Letter
Home Address
Tested:
850 East Gillette Dr
East Marion, NY pµ
Conditioned Space:
2,688 sqft
Duct Leakage Test Post Construction:
(must be<4.0 CFMzs/100 sgft of area served.)
Must be<= 107.5 CF is
CFMasAllowed=Area Served Sq.Ft. /100 x 4
Tested CFMss 91.6
Result: PAS
Better than code by_15 %.
Signature confirms the validity of the above test results.
Attention Building Inspectors:
X � V
Please do not hesitate to call to
Pete Vargo
RESNET Certified HERS Rater Confirm that this test was
#2344429 completed by a third party,
BPI-DOE Certified Quality Control Inspector(QCI) independent, professional and to
BPI Certified Multi-Family Building Analyst verify TEST # and results.
BPI Certified Building Anaylst
BPI Certified Energy Auditor (570) 490-3928 (Pete)
Building Performance Consultant
Energy Star Partner
e e QW-WroaceRS210, • • e e
FOUNDATION
® �A l� '
PLUMBING'e
• ' ,
INSULATION �® •.
ENERGY • e
®®
ate.
e ��1li 0 �`1 .a
ADDITIONAL • r
• .l
���� ,
g�fF01�
'oma° c��y� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtow=.gov
Date Received
APPLICATION FOR BUILDING PERMIT
4�))q For Office Use Only � E � �n
D V
PERMIT NO. Building Inspector: 3 2021
Nov 0 ;
Applications and'forms must be filled out in`their entirety.'Incomplete BUILDING DEPT.
'applications will not-be accepted. Where'the Applicant is riot the owner,'an TOWN OF SOUTHOLD
Owner's Authorization form(0age=2)shall be completed.
Date: ///i y/
OWNER(S):OF PROPERTY:
Name: -T ®D� SiS�IS__�S_...._.__ SCTM#1000- -�8_ 3 _-..` •.3__._...__._____..-_..__.__
Project Address- YO
Phone#:---X12____.�06. ._S/7._�---------_----- -- ...___ Email.
Mailing Address:
.._..__.....____--_--.-_63_va./ .br/EST
.CONTACT.PERSON:
Name: SCOTT
Mailing Address_
.0• . Ex._��3....,��ou�®cry_ /V'y'._/'.x'70 ___..._____...w__.._..__._._�._--...._.-..-...__. _-.___._.._�.____.
Phone#:�3/._._9�5_-_ 2�8 ----- ---- -- -- Email:��® 7-, 6 � WGT�/I_ (0714 --
..DESIGN PROFESSIONAL INFORMATION: `
Name:
Mailing Address:
Phone#:-- 5-16.
5-16-- 7r,5
Email:
:CONTRACTOR INFORMATION::
_ . , .
Name:
Mailing Address:
q _�Ols'./6d�_...
Phone#:y� � /6 -�p'y- -- --- - _ — - - Email: $C'oTT����2�f�dTM�9�L •CoAl _.
DESCRIPTION OF PROPOSED CONSTRUCTION
XNew Structure ❑Addition ❑Alteration El Repair El Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes IXNo
1
i
I PROPERTY.INFORMATION
f -
Existing use of property: VACAAI1 Intended use of property: NEW g6571
i
I Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
i V® this property? ❑Yes VNo IF YES, PROVIDE A COPY.
i Check BOX After Reading: The ownefftop actor/design professional is responsible for all dra"a and storm water issues as provided by ..
pter 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
i Ordinance of the Town-of Southold,Suffolk,County,New.York and other,applicable Laws,Ordinances or Regulations;for the construction of buildings;
i additions,aherad&o or-for removal or demolition•as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
hopsing code and regulations end to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are
( puntil ablq as s Class A misdemeanorpursuant to Section 210AS of the New York State Penal Law. -
1
Application Submitted By(print ame): Authorized Agent ❑Owner
Signature of Applicant: fL Date: 111312—(
t
STATE OF NEW YORK)
C SS:
E. COUNTY OF J 1/iFGLI� )
J Co 1-7- goeEQ being duly sworn,deposes and says that(s)he is the applicant
I
(Name of individual signing contract)above named,
' (S)he is the
<f 0 f 1'2 4 C 7 02 f 46 CAI
(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
day of Nove-M 1!xr .20 2J dicupq
otary Public
TRACEY L. DWYER
PROPERTY OWNER AUTHORIZATIO�OTARY I'U51_IC,ST 630 90 NEW YORK
110.01 LL'Jo30�•900
(Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2W—_—),
I, r# 0100&4 %Ss9TS%-S residing at 6331 td9,sr 46; "V
W6 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
f C '
BU DING DEPARTMENT- Electrical Inspector
MAR o JTOWN OF SOUTHOLD
TowvIoFsoo oHall Annex- 54375 Main Road - PO Box 1179
o„ • Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
roger Kc�southoldtownny.gov seand(c�southoldtownn rLgov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name:
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: ��OTT�® E/�.
Address: DIST M�4,210 R/
Cross Street: $5® E! Gil/ebk- De-
Phone No.: 6131-f6.S-260V
Bldg.Permit#: el 7114? email:
Tax Map District: 1000 Section: 3$ Block: �3 Lot: 9',3
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
IVEIW 90V;E- I
Square Footage: 2-6 Oa
Circle All That Apply:
Is job ready for inspection?: ® YES [:] NO -]Rough In ❑ Final
Do you need a Temp Certificate?: 0 YES ❑ NO Issued On
Temp Information: (All information required)
Service SizeR1 Ph❑3 Ph Size: 2.6 A #,Meters Old Meter#
4
New Service❑Fire Reconnect❑Flood Reconnect[:]Service Reconnect❑Underground❑Overhead
# Underground Laterals R 1 R2 D H Frame Pole Work done on Service? Z Y N
Additional Information:
J_'
PAYMENT DUE WITH APPLICATION
i
APPIAP6_49] F&ABERS Southold Town Hall
Leslie.Kanes Weisman,Chairperson 53095 Main,49ATdPQJ%a1ll79
Gerard P. G'90ginger, Chairma_ri Southol -
e�_ d5��5l-]���r���
Jasc iii r t Jr. Officaak o990479
Ger gi e }{ er
Town.Annexg&4 o%@rwa�9FqRank
Cifegr �I tlit " , 3 54375 Maig*q*(j>6 .,;j aq )
K it i ter Se811t� 'b .1� .80y'
httnAv�t
ZO1vI:lYG��t�KD9� ALS.
FINDINGS, . C1S' MINATION;
R llll �B9.OFQ8371ti56S961Q0
Appl.'No,484.9 r-TANAS TSATSOS '1.000-38=3=9.2(merged with adjoining 9:3)
STREET'&LQC.AUTY' :8.50:East'Gil[.ette:Drive;:East Marion -
QATE:OF.PUBLIC HEARING: September.14.,; '
FfNDiNQQ.QF FACT.
PROPERTY FACTS/DESCRIPTION: The subject. property is a- vacant lot shown on the .Map of
Marion Manor.filed;in the:-Suffolk.County Clerk's Office.,as;Map No. 2038,.Lot No,:49: The Jot.waiver
request is for a lot:of 14,810 sg; ft:. This lot has x-.100#t. of road frontage. The adjoining lot, .CTM
#0.3;.,Lot#49..on the Marion Manor Map is 15,06.7 +-sq. ft, and.1. ft..of frontage.-along both Gillette
Drive and:past Gillette-Drive, East Marion.
OASi8'OF APPLICATION: :Article N,.Section 100-26,:based„on;the,Building Inspector's July 1,2, 2000
Notice of:Disapproval statingaliat lot 9.2.and 9:3 rtmerged under Article p.; Section 1.00-25A..
RELIEF REQUIE8TED: Applicant'recIpests.alo Waiver to unmerge..CTM.Lot 9.2:from CTM No...,9,3_
REASONS. FOR. BOARD ACTIO_ N DESCRIBED BELOW: Based on the testimony ,presented,
materials.submitted.-arid'pecson'al inspection, the.:Board makes the folioniing f ndings:
1 The history of the.property is'.as follows:
a) On March 18.,1:958 the Map:o.f Marion Manor was fled with the.Suffolk County.Clerk as
Ma
P. 2038. The:subjedt property is:sfiown 'n this map:as:lots.5t and
.49:
b); The subject property:(8 ubdi.vision Lots-50 and 49) is.shown;;on the.former County Tax Map
dating',from 1:973 to 1990:as one Iotson the Suffolk.C.ounty Tax Maps, referred to as 9A.
c) During 1996; ihe.:County re-identified the property into two lot.numbers; 9..2 and 9.3
(removing.:9.1)
d) Under the provisions of Section 100-25, the subdivision Map of Marion Manor was shown
on the exception list of subdivisions.of-former:Code.Section 100-12 of the Zoning Code until
DeceMber31; 1996.
e) The property remains,as deeded in 1973,without change in description, ownership or lot
numbers.
2. The merger statute, Code Section 100-25,was enacted in November 1995 but relates:to
common ownership at any time after July 1, 1983, and after January 1, 1997 for lots on Excepted
Subdivisions of former-Code Section 100-12.
-BOARD MEMBERS "` Southold Town Hall
SOF S0 - '..
Leslie Kanes Weisman,Chairperson y 53095 Main Road-P.O.Box 1179
Page 2—Oct�oQb�er.5, 2000 Southold,NY 11971-0959
Appl. N&�#8#�Ws'Tsatsos " Office Location:
%iat"*East East Marion _ yc Town.Annex/First F1oor,..Capital One.Bank
'George Horning ' 54375 Main Road(a.tYoun s Avenue)
Kenneth Schneider Southold,NY 11971
http://soutboldt6,wn..h6rihfbtk::net
ZOlvING:;:BOARD OF APT
NG,
3.: `Waiver:of:.merger will'alloy 9YOMW" i -familyresidence, which wlll not
result in a;aignificant.increase irr , ' b95=9064
,
Oft
4. Waiver 401 recognize a lot that is r.easonably consisterit:with.-&hers in the area: The lots
are each-.6f
vicinity of thea size:consistent with the Marion.Manor development:. .In, fact there other.lots;in the.
se lots:that are smaller in,size:
5. No evidence was.in to.ind i to 1** i§,constfuction on lot 9 2.or 9.3 will have a
detrimental effect.`on environmental or flood:areas..
uer.of the me_rger'will recognize.the o(ginallvt dines set forth_on:.the:Marion Manor
;Subdivision:map.
7 The dwhers and Board unde.mtand.':that:any:future:construction:will besubject to reviews by
other appropriate agencles:.
$..The contours'.ofthe
prop ertywill not.4e subtai�tiahy;altered.;
9..No.evidence has been.submitted to.suggest:that.lab contours would-:be.substantially
altered.
RESOLUTION/ACTION; On motion by Member Dnizio, secgnded.by.Member Horning; it was.
RESOLVED; to. GRANT "the Lot V1Jaiver, unirierging C.outity`Tax: Map Lots 9,2 and .9.3 as
applied:fot.
VOTE.OF THE BOARD: AYES; Members G:oehringer C ' "an}:,Dinizio, and Horning.
NAYS. Members Tortora.-and Member Collins) for' to if
in size. this Resolution was duly adopted (3-
GERARD:P:.GOEHRlNG
RECEIVED AND RLED BY
Ths 80UTI CLD TOW14 CLZ sx
.10.113ko -HOUR
f
DWELLING
S.C.T.M. NO. DISTRICT: 1000 SECTION: 38 BLOCK: 3 LOT(S):9.3 W/PUBLIC WATER
' 100' I DWELLINGS
VACANT W/PUBLIC WATER
100
I 150'
EL 19.6 S 64051'10 W 149.38' EL 18.0 EL 16.3
EL 18.4 LK COUNTY I3EPARTMWT OFALTRURVICM
SILT FENCE j i '
DRY MMMTOR OVAL,()F i ONF A
Z )
WELL/ I
w z SINGLE F Y NCE ONLY
�-�
U-1 PROPOSED DRIVEWAY DATE j v� H ,;tea
o CONCRETE WASH OUT AREA v+
IN BED OF PROPOSED DRIVEWAY. v
4A
O
Uo EL 17.8 y
_ o I Cela-+--.BEDROOMS
�I DRY WELL DRYS EXP 8'hflV a\ EXPIRES S TME YEARS FROM DATE OF APPROVAL
8'DIAx4'DEEP WELL/ LP I w', I
MIN. � . �
66.1' 18.5 - I -
I,� (18.5) : 24.6':::;:::: ( ) w tT7 m
C) �i z- O z � Cleanout must be installed on the
O m w :N:;';•GARAGE' TI
� v cn ;.:•GF 19.0 : ¢ septic tank inlet waste line.91 1[lids
O z d.;:;: .�.;..:.�.:::.: :: : .: : :. 10'MW S.T. _U _ I
Q w ;. 23.4' D Y`e Ci, D k ®it7�urn"IetaTifilyrOwllt :
U_ CLEAN < I w y Q tIG St�T11,
OUT m ►- U t11�=
V►� D J ::;: :.:::::::.. : : ::: : : 4 BEDROOM SYSTEM 3
J_-��- < PROPOSED : :: 1250 GAL S.T. Z
LU m m : : 12.0'
STY ERM:';:= (1)10'DIAx10'DEEP L.P. U -I
o m DWELLING = -(.4 2 ((� n
BEDROOMS:::.:_o E C E
IPROPOSED SOIL �FFL(21.0);�.::;::'.:;_,:'•
M STOCK PILE AREA u> NOV 0 3 202
�-+ PROP. WATER LINE
PROPOSED LIMIT :
p BUILDING DEPT.
O OF CLEARING & ::::36.0'::: .::::: :::: (17.5) TOWN OFSOUTHOLD
DISTURBANCE (17.5) 37.4' I
_ 14,200 S.F. DRY WELL O�
SILT FENCE WINDOW I DRY 1 8'DIAx4'DEEP _
0C4, WELL WELL/
I
EL 14.5 EL 15.8 rr ` 151.93' EL 16.2 EL 14.3
S 64o 51r10 W
14
_40 DWELLINGS
NON-CONFORMING LOT I W/PUBLIC WATER Olt
FRONT YARD: 35'MIN 150' ELEV. 17.8
SIDE YARD: 10' MIN, 25' TOTAL DR
REAR YARD: 35' MIN OL SANDY OAM 0.8'
7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL -
LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS MIDLAND PLACE SM BROW 1.4'
AND OR DATA OBTAINED FROM OTHERSSILTY
I SAND
AREA:15,066.58 SQ.FT. or 0.35 ACRES ELEVA71oN DATUM. NAVD88 TYPICAL CLEAN OUT DRAINAGE CALCULATIONS:
W.
UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA770AI OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LACOPIES OF THIS SURVEY BROWN
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN I SW MEDIUM 3.0'
ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITU770N SLATE OR STOPPER END SAND
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777UAON, GUARANTEES ARE NOT TRANSFERABLE. SUITABLE COVER OR PLUG - A) DWELLING FOOTPRINT=1,721 SQ.FT.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCRIRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE I PALE 1,721 x 0.166=285.68< 286Cf REQUIRED
NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCE$ ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS SW MEDIUM (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED
AND/OR SUBSURFACE STRUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY I TO COARSE 11.5'
SURVEY OF: LOT 49 CERTIFIED T0: THEODORA TSATSOS LIVING TRUST; I WATER EL 1.1 SAND B) DRIVEWAY=1750 SQ.FT.
MAP OF.- MARION MANOR HIGHEST EXPECTED WATER EL 2.0 1750 x 0.166= 291 cf
Fl�ED: MARCH 18, 1953 No. 2038 II 30' ELBOW WATER IN COARSE (1) 8'DIA x 7' DEEP DR t� }ZOVIDED
AT: I 60' WYE SIN r
s�n7A�0 EAST MARION i
SAND
TowN oF:SOUTHOLD g
SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC FLOW-` 17' JUN �✓ £ '
Professional Land Surveying and Design JUNE 10, 2021
P.O. Hoa 159 Aquebogae, New York 11991 K. WOYCHUK LS
RLE x'221-127 SCALE: 1"=20' DATE:JUNE 23, 2021 N.Y.3 USC. N0. 050882 PHONE (891)298-1588 PAX(891) 298-1588
I �
q-771
DWELLING
S.C.T.M. NO. DISTRICT: 1000 SECTION: 38 BLOCK: 3 LOT(S):9.3 WIPUBLIC WATER
100' DWELLINGS
U.P.
VACANT I W/PUBLIC WATER 150'
EL 19.6 S 64051'10" W 100' 149.38' EL 18.0 EL 16.3
EL 18.4
\ / DRY
\�G �WELL1 z �� r
1 \
N f(� I prop. driveway j < 6 ��
U-1
\ \ 90 �a
�,� �`6\EL 17.8co�
O �_� Y I DRY WELL / DRY � LP o
8'DIAx4'DEEP I\WELL I \ W
18.5 µ sLV�
m 63.7' (18.8) 24.5' ( ) o I l 0
� "' t17
0 N o
w m -11
OGARAGE o S. 39.0' _0 A P R - 6 2022
cn TI C 23.4' >
< Ld w < o
U > 4 BEDROOM SYSTEM ¢
m�- < UNDER CONSTRUCTION >
w m r� 12.0' 1250 GAL S.T. m
� m FOUNDATION (1)10'DIAx10'DEEP L.P. -zI
o LOCATION L4
03-01-22 o
N
(P
360' / DRY N O
1 7.5) . I
O ( (17.��EL iI DRY WELL
WINDOW C I 8'DIAx4'DEEP 4-
WELL
WATER LINE `
EL 14.3
EL 14.5 EL 15.8 S 64051'10" W 151.93r EL 16.2
ZONED R-40 DWELLINGS
NON-CONFORMING LOT I W/PUBLIC WATER cl
FRONT YARD: 35'MIN 150'
SIDE YARD: 10' MIN, 25' TOTAL ELEV. 17.8
REAR YARD: 35' MIN OL D I ON 0.8'
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL __j —
LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS A{Igo T 1�T� PLACE
�r� SM BROWN
AND OR DATA OBTAINED FROM OTHERS. 1V1 DL 1 V A SILTY 1.4'
SAND
AREA:15,066.58 SQ.FT. or 0.35 ACRES ELEVA77ON DATUM. NAVD88_-__-__ _
UNAUTHORIZED ALTERA PON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY BROWN DRAINAGE CALCULATIONS:
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN SW MEDIUM 3.0'
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON SAND
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INST7TUT70N, GUARANTEES ARE NOT TRANSFERABLE. A) DWELLING FOOTPRINT=1,721 SQ.FT.
771E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE 57RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE PALE 1,727 x 0.166=285.68< 286cf REQUIRED
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS SW MEDIUM
ANO/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 771E PREMISES AT THE 77ME OF SURVEY / TO COARSE 11.5' (2) 8'DIA X 4' DEEP DRYWELL=354cf PROVIDED
SURVEY OF: LOT 49 of NEeW CERTIFIED TO:THEODORA TSATSOS LIVING TRUST; WATER EL 1.1 SAND _ B) DRIVEWAY=1750 SQ.FT.
EST EXPECTED WATER EL 2.0 1750 x 0.166= 291 cf
MAP OF: MARION MANOR �P���H M. K01' HIGHWATER IN (1) B'DIA x 7' DEEP DRYWELL= 310cf PROVIDED
FLED: MARCH 18, 1953 No. 2038 qua ��
COARSE
SITUATED AT.-EAST MARION r x z SW SAND
Town OF:SOUTHOLD
SUFFOLK COUNTY, NEW YORK �ysF 050882 �� KENNETH M WOYCHUK LAND SURVEYING, PLLC — 17'
L D 5Professional Land Surveying and Design JUNE 10, 2021
P.O. Box 153 Aquebogue, New York 11931 K. WOYCHUK LS
FILE #221-127 SCALE: 1"=20' DATE:JUNE 23, 2021 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588
S.C,T.M. NO. DISTRICT: 1000 SECTION: 38 BLOCK: 3 LOT(S):9.3
I I •
U.P. L
EL 18.4
EL 19.6 S 64°51'10 149.38' EL 18.0 STK. ` EL 16.3
U.-P
GATE \U G, F BELG, BLOCK CURB I
N \ iD
� � \ RCA DRIVEWAY BASE
o
011
oq m
EL 17.8
L 1 z a1
DRY WELLrrl
8'DIAx4'DEEP GATE EL 18,0 Lz ~i
�] m DRY EL 18.3 rri t"
J ML IGARAGE• ;in 0 z
rn {: -"� 'F=18.0;
g 3$.6'
w -p
4 BEDROOM SYSTEM m �"
"2 STY FRAME: 1250 GAL S T, r
m :i5.4" DWELLING (1)10'DIAx10'DEEP L.P. Z
m FFL=i 9,9 CA
--1
-Zi m STONE PATIO STONE ;ZA A B
STOOP S.T. 41.0' 15.5' I
�I 2.4'x6.6' W: CONC.
STOOP.
~ J "-•` INGROUIVD POOL 3'x6.5' L.P. 53.0" 21.5' M••�{
O EL 17.0
30.6' 36.4' A h DRYS 00'
EL 18,3WELL%DRY WELL, I
P -'—`8'DIAx4'DEEP
W.V. W.M. GATE POOL EQP,
o v W l0 W
STK. EL 14.3
EL 14.5 WAS S 6405 UNE EL T5.8 1.3 N- . 1 7 10 W�I TIMBER WALL 0.8'N 151.93' EL 16.2
I ,y ,I, v
ZONED R-40 "b !'
NON—CONFORMING LOT I auto`
FRONT YARD: 35'MIN OCT 9' 20U
SIDE YARD: 10' MIN, 25' TOTAL
REAR YARD: 35' MIN
THE WATER SUPPLY, WELLS, DRMELLS AND CESSPOOL { _AND OR DAT SHOWN /RE FROM ED FROM REED
07HBSERVA77ONS � i�$"„'iw>�fa 6 iii:M,1°�� w�:��",U��II'���;;5; t Oj. (0Lli SIV 0,151,.>FATPAE T Off"
ti « � y2 �R..�+�+ • f E r. MIDLAND PLACEVJORKS FOR
q
AREA:45,066.58 SQ.FT. or 0,35 ACRES ELEVgnoN DaTUM:. NAVD88 14r#E �r1" =1
UNA07HOR12E0 ALM?AAON OR AODIRON 7O 7HIS SURVEY IS A WOLA77ON OF SEC170M 7209 AF THE NEW-YORK STATE"EDUCANON LAW. COPIES OF 1NIS SURVEY i t r a +,, f as /� ��'"o�giD'9T
MAP NOT BEARING 7N£LAND SURVEYORS EMBOSSED SEAL S4ALL NOT BE CONS/gEREn.729 BEA VA 7RUE COPY. GUA1tAN1EFS J1VDlCA7ED HE72E27W SHALL RUN ` 4!i{ ( T< �'
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE'COMPANY, GOVERNMENTAL ACE7YCY AND LENOlNG INS77TMON '
77JET
LISTED
OR DIMENSIONS SHOW HEREON, AND TO THE GNt EREON FROM THE PROPERTY OF WE LENDING ONES TO IFJGUARAN�7RUC7URES,ARE NOT Al'R AA SPECIF10 PURPOSE AND USE THEREFORE THEY ARE -TI P r�o tio1$1m410�n
NOT/NmvDED 70 MONUMENT THE PROPERTY LINES OR TO'GU/DE THE EXEC770N'OF FEN[ ADD/AONAC STRUCTURES OR AND OTHER IMPROVEMgYTS EASEAIE7VTS. � , ��� ,�� $"�� :#qi;���+���%�1R.;�T ifs LST a3F�cm �'����
AND/OR SUBSURFACE S7RUEyURES RECORDED OR UNRECORDED ARE NOT CUAItO7EEq UNLESS PHYSJCA7LY'EVIOE7VT ON THE PREMISES AT WE 77ME OF SURVEY8u*ctwy0Rd� �� �Vy(jj; Ga� "y RO
suRwy oF:LOT 49 CERTIFIED-TO: THEODORA TSATSOS LIVING TRUST; i� �} `gym � �
MAP on, MARION MANORGi"l1.t, ; t�
FlLEo: MARCH 18, 1953 No. 2038 Craig I<n-eppo1", RE, Oblef
sItuATED AT. EAST MARION
Tom ol::SOUTHOLD
SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEXIIdG. PLLC
Profeodonal Land Seu•veying and,Destgn FINAL SURVEY 10-•10-22
V090a , P.O. Box 159 AqueboEue, New York 1.951
FILE 1221--127 SCAM-1"=20' DATE:JUNE 23, 2021 N.Y.S USC NO. 056682 Papas(891)298-1688 Fet OSI) 2W-IM UPDATED. OCT. 3,' 2022
F
O 06
N z _'
AAPPOVED AS NOTED
DATB.P.# r'FFE: y z:
rJ;`?TIFY Bul_u"4� ��_.� COMPLY WITH ALL CODES OF CQ) w
oC U <
1Bo2 B AM TO a PM FOR THE NEW YORK STATE & TOWN �' m
, ES
'_:LLOWIN3 INSPECTIONS: AS REQUIRED AND CONDITIONSOF=DLINDATION - TWO REQUIRED
F^R POURED CONCRETE
DOUGH - FRAMING & PLUMBING
^I S ULATION "' + NNI JG BOARD
4 ~ .`JAL. - CONSTRUCTION MUST � r"��`71`6ta`,1MUSTEES
E'E COMPLETE FOR C.O.
ALL CONSTRUCTICN SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
CESI aN OR CONSTRUCTION ERRORS.
m
L
RETAIN STORM WATER RUNOFF
OCCUPANCY OR PURSUANT TO CHAPTER 236 4.1
USE IS UNLAWFUL OF THE TOWN CODE, o
U
WITHOUT CEPTIFICATF °
OF OCCUPANCY o o
PLUMBING 21
ALL PLUMBING WASTE v o� z
WATER LINES NEED, o m
T INGZEF'ORE COVERING U o
ELECTRICAL m
II'SPECTIONA F�EQUIquL� a 0 a
[f] w iu
PLUPIBER CERTIFICATION
ON LEAD CONTENT BEFORE
CERTIFPCATE OF OCCUPANCY
25'-0" 1'F [1�.mss�' /��,' iQI�»a RE QUIR r®
ACCE550RY BU LDING ENVELOPE SOLDER USED IN WATER
51TE PLAN SUPPLY SYSTEM CANNOT
EXCEED 2/10 OF 1% LEAD.
SCALE:
N
SCTM: 1000-38-3-9.3
ATTACHED Information taken from survey prepared by DO NOT PROCEED WITH
-
Kenneth M Woychuk Land Surveying, PLLC FRAlti40410 UNTIL SURVEY,
GARAGE � Acluebogue, NY, dated June 23, 202 1 Blov�rer door
OF FOUNDATION LOCATION.
" HAS BEEN J A, PROVED. LU
and ductwork
testing required. 0
PROPERTY AREAS: = g
Existing Lot Area: 15,000 5q.ft. s
w z
z
N Proposed New House: 1858 scl.ft must provide Manuals o v
w/ attached Gara Entry Landin s
9e Y g D,J and S as per c` >
37-10" 0 Energy Code z
TOTAL LOT COVERAGE: 12.3%
00
m PROPOSED ,L
All exterior Iighting
NEW HOUSE Area of Construction Includes:
Installed,replaced or
New 2 Story House w/ Attached Garage repaired shall conform
N New Front Entry Porch to Chapter 172
New Rear Deck Landing Steps to Grade of the Town Code
Extent of Land Disturbance:
4400 sa.ft.
+/ ,® M
P (
�-r I t t!!..
Ec " E
77
O BE CONTAINED BEHIND SILT FENCING
BUILDING DEPT
N
TOWN OF SOUTHOLD
OUTLINE OF BUILDING ENVELOPE
STORM WATER SITE MANAGEMENT NOTES:
36'-O"
• BEFORE BEGINNING ANY CONSTRUCTION, A CONTINUOUS
LINE OF SILT SCREEN FENCING IS TO BE STAKED AND INSTALLED AT THE
LIMIT OF CLEARING LINE SHOWN. THE FENCING 15 TO BE MAINTAINED, REPAIRED
N � / or REPLACED AS NEEDED TO ENSURE PROPER FUNCTION UNTIL ALL DISTURBED
R D
AREAS ARE PERMANENTLY VEGETATED.
LU
• SILT SCREEN SHALL BE RECESSED BY TRENCHING G" INTO THE GROUND. tn
• ALL AREAS OF SOIL DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE a/
PERENNIAL GRASS � MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION
W In
OF THE CONSTRUCTION PROJECT. IF SEEDING IS IMPRACTICAL DUE TO THE N }
TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED UNTIL SEASON CHANGE. 3
°
>
• CONSTRUCTION ACCESS AREAS TO BE RAISED SUFFICIENTLY AT THEIR SITE °
ACCESS POINTS OFF THE EXISTING ROADS, TO PREVENT RUN OFF OF WATER, z
DEBRIS AND SEDIMENT FROM BEING DISCHARGED ONTO THE ROAD.
EAST GILLETTE DRIVE v
tE ' NFw w
r0
"Alteration of this Document except Seo Ps ► Mg2�9 '�'�
by an Architect or Licensed Profes-
sional Engineer, is illegal." o
S&:tion 7209, Subdivision 2, ;. W PAGE:
N. Y. State Education Lave. ,ro o9h _`�
o � �
�OFESSIONP�'
UNAUTHORIZED ALTERATION OR ADD1 RON TO TH15 DRAWING AND RELATED DOCUMEN7515 A VIOLATION OF 5EC. 7209 OP THE N.Y.S. EDUCATION LAW
E3oojer on5 rug ion N
= � o
' z
PROP05ED
NEW HOUSE
w` <[ _ z
EBI z_
Q� LU w
oL U Q j=
j I
N
O
m
TIC-111 0 1 4-3
O
U
O
V
O j �
o
30 U
o ch
TL1 6 10
%2G.410
IQ Lu w
-41
� o
FRONT ELEVATION
SCALE: 4" "
= I '-Q
w
O �
zg
w ~
zQ
Generated by REScheck-Web Software (n Q
o liance Certificate o 0
Project Boger Construction
Energy code: 2018 IEC'C
Location: Suffolk County, New York
Canstructlion Type: Single-family
Project Type- New Ccrttstruction
Conditioned Floor Area: 1,940 ft2
Glazing Area 10%
Climate Zone: 4 (5999 HDD)
Permlt bate:
Permit Number.
Construction Site: Ohvner/Aglent: Designer/Contractor:
TW 10 10 T 10 10
East Gitlette Drive
East Marion,NY
d —
Campliance: 7.4%beit&rThan Code Maximum UA: 312 Your UA: 28'4 Mt3x7!mum 51r3C: 0.40 Your SfIGC. 0.28
Tho%BctOer ar Worsa ThaA Code Index reects hoe c?ose O ccrrvo'z'anea Cho house It mesad an cado to da-arf rules.
tt EXWS MOT pruvfde ars estlmate orenergy use or rest rMatIve to a niNmuarf coda"".
Slab-an-grave tradeoffs are no larger considered In the UA or performance compliance path In At5cfieck.Each statron-grade FF TTI FTT]
assembly In the specified climate zone must meet the minimum energy code insulation P value and depth requirements_ FFd T11 1 .11-III
FIA/ Oz Lvo2
Envelolie_ASS tYi ]Ii Ln' T 6 I0 Yn
s O
.. 9080
. w
9080
Ln
Ceiling 1: Flat ceiling or Scissor Truss 856 30.0 0.0 0.035 0-026 30 23 LU
LL
Cefling 2- Flat ceiling or Scissor Truss 504 49-0 0.0 0.026 0.026 13 13 LU
N }
Wall 1:Wood Frame, 16`o.c. 2,049 21.0 0.0 0.051' 0.060 117 123 7=71
� a
a:
Wall 2:Wood Frame, 16`o.c- 404 19.0 0.0 0.060 0-060 8 a � z
Door 2:Solid 20 0.210 0-320 4 6 �L °
Door 1:Glass 41 0.300 0-320 12 13
SHGC:0.26 z
Window 1:VinyWi6erglass Frarne:Dauble Pane with
Low•E 214 0300 0.320 64 68
SHGC:0-28 RIGHT SIDE ELEVATION
Floor 1:All-Wood JoEstrTruss:Over Unconditioned 1,244 30.0 0.0 0.033 0.041 41 58
Space
Compgance Starement• The proposed buildl ng design described here Is consistent with the bul"ding plans,specifications,and other SCALE: 4"= I '-O"
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IEcc requirements in
REScheck Version:REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspectlon Checldist_ a
m
..
Name- iue 5lgnature Date ua
OF, Et 6
"Alteration of this Document except 5�P
by an Architect or Licensed Profes-
sional Engineer, is illegal_"
r` ,
Project Title:Boger Construction Report date: 10125121 section 7209, Subdivision 21 ' �J PAGE:
Data filename: Page 1 of 10 Education t
< j
I
UNAUTHO91ZFD AL TFRA T/ON OR ADDITION TO FH15 ORA WING AND RELA TED DOCUMENTS 15 A VIOLA RON OF SEC. 7209 OP THE N Y.5. EDUCA T/ON LA W
N
� � N
Z- O c6
Z —
w
U'
z
Q LU
LLJ
oL U Q j=
Q to C) m
E3-
L
U
4�
O
m
O
U
O
TW 10 10 .10 10
O L
U L �
4-1
L m
z m
U o m
L Ci�
O� 1 O
t0 W w
e
7Sti E 10 T4 E 10 n, 6 10 T E 1LU0
LEFT 51 DE ELEVATION
SCALE: .4= I '-0"
Oz
w
zQ
o <
O
>
� z
o0
wInIn
� U?
O2 02
o �
� U
wM
LL-
3C 0 3 8 FW6EOEII N }
Li Ll
Z
U °
°
z �
BACK ELEVATION y
SCALE: 4" = I,-o,,
of ew ro w
"Alteration of this Document except
by an Architect or Licensed Profes-
sional Engineer, is illegal." °
U
Section 7209, Subdivision 2,
N. Y. State Education Law. <o 0 095 �� PAGE:
?0 "SIOW,
2
UNAUTHORIZED ALTERATION 09 ADDITION TO TH45 DRAW/NG AND RELATED DOCUMENTS/5 A VIOLATION OF 5SC. 7209 OS THS N.Y.5. EDUCATION LAW
N
70
N o cJ
z —
� p
z
U'
z .
�{ U-1
oL U Q j=
46-6" p (0 p m
25'-0'
101/2'
_ .o
' N
° _
N
LOWER FOUNDATION WALL
_4'-0' HEIGHT AT DOOR OPENINGS
5ECTION 5CTION
I'-10 1/4'
B — I B L
�9 0�
OUTLINE OF ENTRY a N
DECK ABOVE; FOLLOW
SAME CONSTRUCT ON 1 6'-0" 4'
OF FRONT DECKA ` GARAGE SLAB ABOVE (S)_ 5ECTION
/o v 2-2x8" ACQ GIRDED 4" POURED CONCRETE SLABT I O
ON COMPACTED FILL WITH
30'5 1/2" U
-
v � v W.W.M. 6 X 6/ 1 0 X 10
Q - 2'-3 1/2" GAUGE WIRE (TYP. ALL AREAS o
N U — — WITHIN GARAGE)
•f a
.. - ,.... .. .-. .:. N
N Z 6
EGRESS: I p = m
G44 GLIDING WIN OW;
3- 2"X 8" A H ADEK ABOVE, j... 4, O
HEADER TIGN T TIC SILL PLATE.
BOTTOM SIL NO TO EXCEED 44" N 5. m PITCH FLOOR m w O
ABOVE FINISHED FLOG -
PROVIDE BRIDGING QI
THROUGHOUT ENTIRE ( m
FLOOR SYSTEM, 8'-0" O.C.; b w
- o -
4"TSG PLYWOOD SHEATHING =:
b ABOVE, GLUED SCREWED
,n IN
O ... O I I
ill
N - COLUMN FOOTING UNDER N I .
U POST FROM ABOVE a Ua 17'-4 1/2„ N
N �
5-0' •I 3- 9:j LVL DROPPED GIRDER " N
EGRESS WINDOW WELL WITH �. — . I— I— . — . _ . = . — :I :_ . — — . °
TEIRS TO BE SE AS STEPS; ,, _ J ( L
USE G"X G" CQ OSTS OR I TEP FOOTINGS
BILCO 5CAP EL SYSTEM II II :
PROVIDE BEAM POCKET IN
TYPICAL BOT B DROOM LOCATIONS I FOUNDATION WALL; SIZE ( ROV. EPDXIED #4 STEEL LLJ
AS REQUIRED �TAR ALL EBAR HORIZONTAL @ 12" O.C.
�, SIDES (TYP. BOTH ENDS NTO FOUNDATION WALL t ALL O
UP <t AT ALL GIRDERS) REAS OF ABUTTING WALLS Z
WITH FOOTINGS =
m
z 3" DIAMETER STRUCTURAL LLJ
m I O 24"LX 240LXnI 2" PURIED IN
OURED z Q
(n CONCRETE FOOTING(TYP.) ° Q
DOUBLE J015T n �I FOUNDATION WALL LEGEND: u,
. . -. �I I I (n >
OUTLINE OF LO R AREA ABOVE; �i 3'S" O Z
J015T TO BE CAN ILEVERED OVER °1 8" POURED CONCRETE FOUNDATION WALL w/#4 p O
17'_4.. 17._4.
FOUNDATION PROVIDE 50LID REBAR @ 12" OC BOTH DIRECTIONS; KEYWAY O
BLOCKING,
U DER TION t 4 _ I II N Ud I I p — — P-8"X 8" FOOTING; PROVIDE 2-#4 REBAR WITHIN az
L
FOOTING. 8 O WALL HEIGHT; DAMP PROOF
91"TJI 230 -; PERIMETER OF ALL AREAS
F.J. @ I G" O.C. I m a I — . I N -
- 8" POURED CONCRETE FOUNDATION WALL
—I 3- 9 2" LVL DROPPED�RDE� WITH KEYWAY I'-�I"X 8" FOOTING; PROVIDE
— T �: __ : �; _ : _ : __ :_:_ : — 2- #4 REBAR WITHIN FOOTING. FOOTING DEPTH
j � � MINIMUM 3'-0" BELOW GRADE
1 10' _J
O 2xG ACQ STUD FRAMING FOR
co. p DOOR INSTALLATION
DIAMETER NC OR BOLTS Iw `s N -
W/7" MIN. D PTH @ 48" O.C. I w @) I I FRAMING NOTES:
M MIN. 3"X3 xb" WASHER @ PLATE m I m = AREA FOR MECHANICALS
• DOUBLE JOISTS UNDER ALL PARTITIONS
PROVIDE SI PS N PHD5 RUNNING PARALLEL I m 3 • PROVIDE BRIDGING THROUGHOUT ENTIRE
ANCHORSHOLDDON 2) FLOOR SYSTEM, 8'-0"c.c.
_ ANCHORS AlALL CORNERS •;'
T1IROUGHOU I y: + -t' I 4"TSG PLYWOOD SHEATHING ABOVE TO
JI BE GLUED and SCREWED
— ° • EGRESS WINDOW TO HAVE 3- 2x8 ACQ
e o' i
HEADERS; BASEMENT WINDOUI TO BE 2 2x8 ACQ
— o — 4" POURED CONCRETE SLAB ON COMPACT FILL
C�O
• PROVIDE R-19 BATT INSULATION TO UNDER
vSIDE OF SUBFLOOR; COMPLETE w/3" ROXUL FIRE
N Q _
\-2xG"ACQ LEDGER BOLTED BARRIER INSULATION
TO HOUSE FRAME WITH 5"
Z. 2-2x8" "LEDGERLOK" SCREWS @ 1 G" O.G.;
GiRDE HANG D.J. FROM LEDGER WITH
SIMP50N LU28 CONNECTOR
15.0" 6'_a ° TYPICAL ALL LANDING AREAS W uIn
IL
OUTLINE OF ENTRY G"X G" POST ON 1 2" O n
DECK ABOVE 50NOTUDE W/ POURED
CONCRETE FOOTING
StcrloN 20"X 20"X 8"d. LLJ ,
A � v"
W y
obi
z
FOUNDATION PLAN
SCALE: 4" = I '-O" Z
c�P�E OF Nc%,y U
��,5 J g2Z9 O� W
"Alteration of this Document except
Licensed Profes-
by an Architect or
sional Engineer, is illegal."
Section 7209, Subdivision 21 ''
N. Y. State Education Law, ' OE 70,P �'= PAGE:
ES S I Ota P�
UNAUTl70RIZFO ALTERATION OR ADDITION TO THIS DRAINING AND RELATED OOCUMFNT5/5 A VIOLATION OFSEC. ?209 OF THEN.Y.5. FDUCATION LAW
N
� 0
N Z �
iL
Q C
_Z
QQ� —J W
oL (3<
n (S) C) m
L
23'-s" 25-0" (�
ID
s'-4 114'
3068 — OU
WALL LEGEND: _
V
3'-7 m C)
NEW CONSTRUCTION n-
2"X G" STUD FRAME EXTERIOR WALLS, oowN o III 4 O o
SECTION ; a SECTION Q
R-2 I BATT INSULATION,8" PLYWOOD B Bc�
SHEATHING ON EXTERIOR, HOU5E WRAP _
—IN I I I - � � Z 67
51DLNG A5 SELECTED;2" GYPSUM
BOARD ON INTERIOR SIDEU N N(I o
2x 10 J @ I G" O.C. L
2"X 4" INTERIOR STUD PARTITION, �p-) ►, O
w/ I LAYER z'GYPSUM BOARD ON EACH III O CO
SIDE; USE MOI5TURE/MOLD RESISTANT A "' m LLJ W _
BOARD IN KITCHEN, BATH * MUDROOM SecTioN 3'T III
AREAS USE CEMENT BOARD ON ALL r-lo 1/4' N ENTRY ALF WALL wl
AREAS TO RECEIVE TILE v LANDING
WOOD CAP AS
2x STUD FRAME WALL COMMON TO 5'-10 1/4" lo'-a 7/5` s'-1o7/e° TAIR BARRICADE
GARAGE: MIN. R-15 INSULATION WITHIN _ Tw2032 Tw2032 4
9'-O"x8'-O" DOORS wl
FRAMING� I LAYER" FIRE RATED FWGGOGI 1 000 3- 9 L" LVL HEADER ABOVE - N
DRYWALL ON EACH SIDE Off WALL 23'- 1/2'\ s'- 1/2" CS20 STRAPPING
O O PROVIDE VINYL PAN
W/Cu B;VENT DRYE R
• MAINTAIN 8'-0"CEILING HEIGHT THROUGH OUT MAIN AREA OF To Ex
EK GARAGE
FIRST FLOOR. N = = 9'-8" +/- CEILING HEIGHT
LAUNDRY
o� ABOVE GARAGE SLAB
• ALL WINDOWS � DOORS TO RECEIVE 3- 2x 10 HEADERS ABOVE N w N u� Do OO CD
W/ (2) 2x4 MULLION STUDS BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED.
N�
• G'-10 8" WINDOW HEADER HEIGHTS AS FRAMED ABOVE SUBFLOOR. � Q o 3 i Q 3REM
• ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR WHITE WINDOWS, bd 0 = 0 O° O° ilJ
WITH WHITE INTERIORS$ BETWEEN THE GLA55 GRILLS, COLONIAL STYLE - — = I 19 = 2x 10 CJ @ I G" O.C. ,h
3'-1 1/2" v
AS SHOWN ON ELEVATIONS. �� C I 0-2 112"
N N IY DL o w C.o 1 7'-7" O
• INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERW15E F az z 0z z = z
CALLED OUT ON PLAN. _, I T g
• DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG. SOLID CORE, PANEL oo F1 c� U I cv v m ENTRY
LLJ
STYLE � HARDWARE TO BE SELECTED. N� 1 I Z Q
N 2I'-s I/4` LANDING
+ NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THKU-OUT S LINE OF SECOND FLOOR I half w II 2 68 I Q V
ALL AREAS UNLE55 OTHERWISE SELECTED BY HOMEOWNER. = : = : —J W Q
DO BLE; CEILING CHANCE 5'-1, (n >
4- f I Z" LVL HEADER w/ � III3- 2x4 50LID POST
3-a4"x24" PLYWOOD FLITCH PLATES •• UNDER HEADER 12'-s" Z
FLUSH TO CEILING, UPSET INTO III m O 0
WALL PLATE ABOVE; SEE SECTION 2468 -
1) Cl)
4
OL
2068 -4068
N O
o Q UP PANTRY -,E
a GOAT GL05ET o
N
t`
= h 4-9 112" 5'-I' 01
3
DIRECT VENT GAS FIREPLACE, 5
12"ABOVE FLOOR; MAKE � MODEL - 01a.2
T.B.D. INSTALL A5 PER Q
�.
MANUFACTURER, ADJUST FRAM - r
DIMENSIONS ACCORDINGLY. v �N o
i LIVING p m
CLO5tT
Q J N
N — fL1 m
I-' m 2068 2468
ff m
IN WALL N
EA ND �?
_ DOWN O w
4 9 LVL HEADE
r-1o•
FLUS TO EILING 2868 N —
3'-5" d7 ly
C.O.
C •5 D hooks on wall I
BEDROOMC.o-
N I85 50.PT.9.7.LIGHT
6. 5.5%VtNT
1D ENTRY 2868 ��,7
Ln
OLo
3068 DZ �r
W In
Tw26410 DOWN 4° rw2G41 o I I
6-2 3/4' * 9'-9 1/4" POOP 9'-9 I/4" 6-2 3/4` Uj u
IT
CbCz
_ � o
— . — . — J-7
- U
15'-01 s'-O•
36'-O'
SECTION
A
lu
v`
FI RST FLOOK PLAN S�Pt� 0 "Ewe
excep
SCALE: " = 11-0" byLU
lanraArochite this orDLicen edcumetProfesst o�PgJ MgZ29�P�
sional Engineer, is illegal." o
Section 7209, Subdivision 2, "' O
[1 Y. State Education Law. �y ti '9 ww PAGE:
�O�fSS I ON P�
44
UNAUTHOR/Zf,D ALTfPAT/ON OR ADDITION TO TH15 DRAWING AND RELATED DOCUMrENTS 15 A VIOLATION OF 5EC. 7209 OF THF N.Y.5. t'DUCATION LAW
N
� 0
� N
N z
`6 � O ❑
EL Q _ z
C�
z_
4"0 ROOF VENT --J LLJ
ROOF
V Q
I DtnDcfl
� 4
I
ATTIC -- I
BATH 4 r -- `I _ I BATH3 I I I
I I I I I
I 25-0"
jl 1/2 ¢1 112 q1 114 $1 114 �I 114 ¢! 112 it 1/2 —. —. .
OUTLINE OF GARAGE WALLS BELOW
p 7; 12 I L
° SHOWER I , G
I RR
2x8 " OC
J ( R Ca 7: 12
I � 2x8 RI G" OC
SECOND FLOOR �
3 1 1J4 1 !/4 1 114 3
C.OJ 4
SECTION I
4 2x 10 CJ/CT 1 B SECTION O
B
WALL LEGEND: O
@ I G" O.C. •
— —____.._ NEW CONSTRUCTION w
_ • I U
KITCHEN BATH I LAUNDKY�— 5ATP- --I I CSI �
2"X G" STUD FRAME EXTERIOR WALLS, O•
E?
13"
K-21 BATT INSULATION,g" PLYWOOD Q L >-
1 �! 112 4 F.A.I. SHEATHING ON EXTERIOR, HOUSE WRAP A I OI
N z n
1114 11114 1112 I 1114 1114 ¢71/2 SECTION — }� �
SIN LAV I LAV a SIDING AS SELECTED;2" GYPSUM CV) ,
D W I W M BOARD ON INTERIOR SIDE I I O\ m
SHgWER U L
2"X 4" INTERIOR STUD PARTITION, 23 6 I U' CO
FIR5T FLOOR t ( 4-1
O
w/ I LAYER 2 GYPSUM BOARD ON EACH � 6� �
2 1 va a 2 1 va s SIDE; USE M015TURE/MOLD RESISTANT z 2x 10 CJ/CT w O
C.OJI BOARD BATHS * USE CEMENT BOARD ON I OUTLINE OF FIRST FLOOR @ I G" O.C. CD LIJ I
a _ TO NEW 5CND ALL AREAS TO RECEIVE TILE WALLS BELOW i
4 APPROVED 5LPTIC `hj
5Y5TEM
a"C.I. 2xG STUD FRAME WALL COMMON TO
HOUSE KITCHEN CEILING VAULT; R-19 INSULATION \ �O 7: 12
TRAP WITHIN FRAMfNG 2" DRYWALL ON EACH SIDE I N N
•\L�� I z 2x8 RR P I G"OC i
N + O O •��� I
2x8 RP I(.\0C 7' 1 2 I
SLOPE" I/4" PER FOOT PITCH TO DRAIN MAINTAIN 8'-0" CEILING HEIGHT THROUGH OUT MAIN AREA Of
SECOND FLOOR. FRONT AND BACK WALL PLATE HEIGHTS AS INDICATED.
BASEI✓IENT • ALL SECOND FLOOR WINDOWS TO RECEIVE 3- 2x8 HEADERS ABOVff 0z I
w/(2) 2x4 MULLION STUDS BETWEEN ANY PAIR, UNLESS OTHERW15E NO ED. I O O TYPICAL ALL LAYOVERS \
PLUMBING RISER DIAGRAM - - BOLT TO RAFTERSW/b"
• 0-8 4"WINDOW HEADER HEIGHTS AS FRAMED ABOVE 5U5FLOOR. I N N LAG BOLTS WASHERS '\
NOT TO SCALE a FRONT WALL WINDOWS TO HAVE HEADER INSTALLED TIGHT TO TOP 36'-0•
WALL PLATES; 4'-8 4" +/- ABOVE SUBFLOOR. ( \ I W
(S�
• ANDERSEN 400 SERIES PRE-FfNISHED EXTERIOR,WHITE WINDOWS, � Q
WITH WHITE fNTERIORS � BETWEEN THE GIA55 GRILLS, COLONIAL STYLE O
A5 SHOWN ON ELEVATIONS. I 0-4 8'PLATE HEIGHT A5 DICTATED DY P TCFi z l _
• INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE
CALLED OUT ON PLAN. o I !9 3 _ I
Z
• DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANE
STYLE * HARDWARE TO BE SELECTED. LINE OF 8'-0° FILING U
.o —IVA- o• W Q
• NEW PRE-FINI5HED WIDE PLANK WOOD FLOORING THRU-OUT
ALL AREAS UNLE55 OTHERW15E SELECTED BY HOMEOWNER. I ° O
N• Z
ROOF NOTES:
N
• GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER m BEDROOM
m ( -
ROOF GUTTER ENTIRE ROOF AREA. 15# FELT OVER B"CDX PLYWOOD I 93 Jnr BEDROOM
SHEATHING WITH ICE t WEATHER SHIELD AT ALL PERIMETERS 5.2%VFNT I
209 SQ fT.
AND VALLEYS. uCU I°Y,LIGHT v cU
HOU5E
0 5.5%vcvr �CJ
• ALL OVER HANG DIMENSIONS ARE A5 INDICATED; I
I X8 FA5CIA AND VENTED, VINYL BEADED SOFFITS. U 2x 10 RIDGE v
• TYPICAL OF LAYOVERS - BOLT TO RAFTERS - o N s 11°. •�S D N w I -
w/8" LAG BOLTS *WASHERS N I N {� � ON• N N
FU-' r-I
LEADER — • 7: 12 PITCH OVER ALL ROOF AREAS; 4:12 @ PORCH 15'-6 112'—I 2068 2468 2668 Dpi 2668 2468 5068
N I
RUNOFF NOTE: '-a u2" ®L– `� s'-1' cLosErLU
=
GUTTER5 CONTINUOUSLY AROUND; LEADER LOCATIONS 11.AS PER INSTALLER- ALL LEADER5 DRAIN TO 4"0 PVC o0 5'-2 /26'-�"
EXTEN51ON PIPE TO NEW DRYWELLS. CLOSET 3 3 O
o ❑ aj6 S.D. ❑
N >
tQ
_ NQ0 = O N
RUNOFF CALCULATIONS: – LINE Of 6--0"CEILING m - Q)
GRADE 1951 x . I G7 x 7.5 = 2481 gallons of runoff O - w/ KNEE W _
@ (1 ) 1 '-0" x 8'-0" O capacity = 300 gallons I wi sroNE c P SITTING MOO
/ 2481/ 300 = 8.2 " °° LINE OF T-0"CEILING co O r I
I m N E OF 6'-8"HEIGHT NUE— LINE OF 6'-8"HEIGHT
/ / I Runoff Containment Recpire5: a 3 FOR I U M61NG cODE a ' FOR PLUMBING COp —
® ® ® ® ® ® \ /\�X��/\� (2) 4'-O"deep x 8'-0" O ring OR equal I
® ® ® ® ® ® / / / / I (provides 2400 total capacity) I 5' 6�"PLATE HEIGHT ALONG FRONT WALL
® ® ® ® ® ♦ \/ \ \/\\ TW26210 TW26210 7W2621C
i
® ® ® ® ® I 0'-0" MIN b'-2 3/4' 9'-9 114" 9'-9 !/4" 6-2 3/4" LU
® PRECA5T ONCRETE 36`0° CL/ U
D LEACHI RING - w
® 8'-0"0 x DEPTH CALCULATED = TYPICAL LEADER ELEVATION / SECTION LL-
El
L .
Ln
SECTION
D ® m Not to Scale A LLQ Y
® ® RUNOFF NOTE: N }
Dm 3
S
Gutters continuously around; ECOND FLOOR * ROOF FRAME PLAN
Leader locations as per z $
CLEAN SAND GRAVEL Installer - all leaders drain to SCALE: �" = I'-0" UId
4 0 PVC pipe to new drywells. Z
��P�E F NEI,y Y w
"Alteration of this Document except ops ' MAZ29 Off!
by an Architect or Licensed Profes- K r o
sional Engineer, is illegal." -'+41 o
Section 7209, Subdivision 2, ,L
11. Y. State Education Law. ro �09� _r PAGE:
�QfiESSlO�P�
5
UNAUTHORIZPD AL7ffRATION 09 AD01 TION TO TH/5 DRAWING AND RELATED 00CUMENT5 15 A V10LAT101VOF 5FC. 7206 OF THE N.Y.5. EDUCATION LAW
N
N
.y,
GENERAL NOTES: z N
• The Information on this set of construction documents is to relate basic design ELECTRICAL NOTES: 2x 12 RIDGE; in N
Intent and framing details. They are: intended as a construction aid, not as a
CONNECT C520
substitute for generally accepted good budding practice and are In compliance with . All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include � z
CONNECTOR(TYP. ALL) �
current 2020 New York State Building Codes and the 2021 IRC. The general contractor installation of fixtures 4-specifications as Indicated on plans. Light fixtures to be supplied by U) Q O
is responsible for providing standard construction details and procedures to ensure a
professionally finished, structurally sound and weatherproof completed product. owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install
all outlets as per code. All work Is to be-done In strict accordance with the New York State Code BOLT ALL CJ TO RR w/2-2" CB
• General contractor to coordinate all subcontractors, scheduling of work and by a licensed electrician. All new switches*outlets to be Leviton,Toggle, supplied t.installed
interaction between trades. by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhau5t5 and
• The contractor 15 responsible for ensuring that all work and construction meets provide wiringas required for as fireplace and cooking appliances. c� 1 2 z �
or exceeds current federal, state and local codes, ordinances and regulations,etc. q g p g p
These codes are to be considered as part of the specifications for this building plan. R-30 BATT INSULATION (',P 7 PROVIDE VENTED BAFFLES w
WITHIN CEILING, ALL AREAS @ BETWEEN RAFTERS L RITC BATT a o
FRAMING NOTES: y6'• INSULATION, THRU ALL PITCHED
• If In the course of construction, a condition exists whic-i disagrees with that 05 PCEILING AREAS
Indicated on these drawings, the contractor shall stop work and notify the designer
*the engineer Immediately. 5houlc he fad to follow this procedure and continue work, All lumber Is to be Douglas Fir#2 or better at 16' on center - 2x8 CJ/CT @ 16" O.C.
he shall assume all responsibility and liability arising therefrom. SIMPSON H7 CONNECTOR
p y y g • All wood framing in contact with concrete or masonry Is to be pressure treated. ACQ'designation
• Dimensions take precedent over scale - DO NOT 5CALff DRAWINGS. refers to current arsenic-free treated wood standards and shall take the place of'CCA I xG FASCIA, CENTER
BEADED VENTED VINYL
• The designer has not been enraged for construction 5upervl5ion and assumes no • All TJI'5 are to be installed in accordance with the manufacturer's specifications and shall Include
responsibility for construction coordinating with these plans, nor responsibility for squash blocking web stiffeners at bearing points on girders and other load bearing areas \� OP. SOFFIT; G" OVERHANGS
construction means, methods, techniques. sequences or procedures or for safety 12
precautions and programs in connection with the work Indicated. There are no • Structural Steel A5TM A3G- FY= 36 KSI 7F BEDROOM o CLOSET 3- 2x8 HEADERS ABOVE
warranties for a specific use expressed or implied in the use of these plans. 0R� WINDOWS; C520 STRAPPING
• All straps, connectors, plates, bolts, nails,etc. are to be galvanized. Designated connectors, straps, �,\ m 2x4 INTERIOR STUD
• Contractor to provide hardwired smoke detectors, wltn battery back up, and with 2 PARTITIONS,2" GYP. 1
no Intervening Switches, on all floors and In each bedroom.Verify with local code etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, Straps,etc. are to be
requirements as per Section R31 7 New York State Residential Construction Code. nailed/bolted in accordance with the manufacturer's specifications. BOARD EACH SIDE u,
Install carbon monoxide detectors as per code. • All floor sheathing is to be 4'AC type plywood,tongue t groove and shall be glued and screwed to R-49 BATT INSULATION
IN KITCHEN RAFTER5 PROVIDE C51 G FLOOR
the floor foists(G"o.c. edges il� 12"o.c. field) 2xG PARTITION WALL " PLYWOOD 5UBFLOOP, L
FOUNDATION NOTES: w/ R-19 INSULATION - 4 —_ 97
TO FLOOR STRAPPING
• Solid blocking is to be installed every 6-O" max. or mid span of all floor Joists with spans exceeding 9 " TJi 230 FJ @ I G"OC p�
• General contractor to review plans, elevations and details to determine 6-0". Blocking Is to be installed at all point load bearing points. Z' DRYWALL ON EACH Q
3- 2x 10 HEADERS ABOVE SIDE m
intended heights of finished floor above typical grade. • Install double joists under all partitions running parallel 4- 91" LVL EADER
WINDOWS � DOORS;
• Footings shall bear on undisturbed sod within bearing capacity of 1.5 tons/sq.ft. • All exterior wall headers to be as indicated on floor plans 4 sections and all Interior C520 STRAPPING 4- 1 1 b Z" LVL HEADER w/ FLUSH TO Ell-ING O
• Concrete Shall be FC = 3,500 P51 @ 28 days headers are to be 2- 2"x I 0 unless otherwise noted. All headers exceeding 5'-0"Shall have a double 3-a"x24" PLYWOOD FLITCH PLATES
Jack stud with a single king stud +t on exterior walls provide double sill plate(typical). FLUSH TO CEILING, STACKED
Q
• Concrete on 4"sand or gravel fillminimum. with 6x6- 10/10 welded wire mesh 2xG STUD FRAME EXTERIOR„ 2 BEAMS TALL* UPSET INTO
• Provide insulation baffles at Cave vents between rafters and soffit vents as Indicated WALL @ I G O.C. w/ R-21 INSULATION, - U
reinforcement. Interior slabs to be placed on 6 mil. stabi6�ed polyethylene vapor WALL PLATE ABOVE
barrier. Welded wire mesh 15 to be: placed In the top third of the slab and 15 to be on plans g" CDX PLYWOOD SHEATHING, HOUSE STAIRS NTINUE
m "xG FINISHED DECKING
adequately supported by precast concrete bar supports to assure that the reinforcement • Exterior flashing is to be adequately installed at all connections between roofs, walls, WRAP SIDING AS SELECTED; BEHIND ALL ON 2xG ACQ DJ I G"OC O
4.3
Is held in position during concrete placement and finishing. chimneys, projectors and penetrations as required by approved constrction practices. z' GYPSUM BOARD ON INTERIOR U L >--
• Isolation Joints are to be installed between the slab and the walls. Use preformed 2xG ACQ SILL PLATE PROV. H4 CONNECTOR m
Joint filler that Is to be cut 112' below the slab surface and the resulting Joint is to be filled FLOOR PLAN NOTES: OVER TERMITE SHIELDk" PLYWOOD 5U5FLOOR 1 z
with an elastomeric Joint sealant. OVER SILL SEAL;
2- 2x8 ACQ GIRDER
R U N
• Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS PROVIDE SIMPSON 0520 -19 BATT 4 9�" TJ( 230 F ` BOLTED THRU POST w/
J @ I G" OC
• General contractor to Instal' cop-r-tex(or copper)sheet metal termite shields (J
3" ROXUL (2) -z" CARRIAGE BOLTS N :j �'
between all wood surfaces that are exposed to concrete or masonry surfaces. All Interior walls to be covered with z"gypsum board with metal corner reinforcing. Alf O
• Dam roof exterior of foundation wall with a bituminous coating; Foundation drywall products, Including gypsum board, screw.Joint compound, tapes lt trim shall be U.5. Fi 3- 9�" LVL DROPPED GIRDER R-19 BATT INSULATION - Q O
pp g: 88 DIAMETER ANCHOR BOLTS wl 3" ROXUL FIRE NOTCH POSTS CO w w ._
excavation upon approval of building department inspections. Gypsum Co. or approved equal. All Joints shall receive 3 coats of Joint treatment. Sand final
p p ) P P
coat to a uniform smooth surface. All walls, ceiling W/7" MIN. DEPTH @ 48"O.C.
ing and interior of closets to be taped and W/MIN. 3"X3" "WASHER PLATE 2 3 1" DIAMETER STEEL LALLY
BARRIER INSULATION o FOR GIRDER
m
sparkled, 3 coats, ready for paint. @ COLUMN BURIED IN
PLUMBING � HVAC NOTES: 24"x24"x1 2" POURED - GxG ACQ POSTS
• Interior paint to be Benjamin Moore, walls"WHITE DIAMOND' and ceilings white, unless �� m
8 POURED CONCRETE CONCRETE FOOTING
otherwise decided by homeowner. All interior trim+t mouldings to be satin"white diamond". +
• All plumbing work shall be done by a duly licensed plumber and must conform and adhere FOUNDATION WALL WITH �
to all New York State building coders�safety requirements. 0 Insulation ratings and installation locations as Indicated on floor plans*sections. KEYWAY* P-4" X 8" FOOTING; 5IMP50N A5U44
PROVIDE 2- #4 REBAR WITHIN WALL CONNECTOR(FP)
• If wall plates or Joists are cut during the installation of plumbing fixtures or equipment • interior doors to be solid core wood; style to be determined. Interior trim to be AND FOOTING. DAMP PROOF
contractor must provide appropriate bracing to tie framing back together. i x4 casings with 4 gill and backband5; Metro Collection MC155 12 base moulding. PERIMETER OF ALL AREAS 12" SONOTUBE w/ POURED
• Plumber to supply and Install tankless. on demand hot water heater. • All bath 4. kitchen area walls and ceilings adjacent to wet areas to have water resistant CONCRETE FOOTING
NOTE:
• Plumbing fixtures to be supplied by owner, Installed by plumber. drywall, and provide cement board for all areas get to receive tile. = O3,500 P51 @ 28 DAYS OYPICAL ALL FOOTINGS)
• Mechanical subcontractor is responsible for adhering to all applicable codes and • Kitchen to have countertops as selected with ceramic tile, subway back5pla5h; all baths FOOTINGS SHALL BEAR ON
safety requirements. to have ceramic the floor,and surrounds as selected by homeowner. UNDISTURBED SOIL WITHIN
BEARING CAPACITY OF
• HVAC subcontractor to fully coordinate system data * requirements with the 1.5 TONS PER SQUARE FOOT
equipment supplier and to provide Final system layout drawing and submit It to general contractor,
owner and equipment su Iter for final review*approval. /� LLl
• Mechanical system to be 3 zone with damper controls on second floor. Include BUILDING SECTION "All
I Al l (S)
optional hydrating air system within. (21
I u i u
SCALE: 4 = I -0 O Z
• HVAC to vent all dryer cooking exhausts.
W ~
zz
C) U
wQ
O >
EE
0z
00
DZ
NAILING SCHEDULE
2018 WOOD FRAME CONSTRUCTION MANUAL i I
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING
GENERAL WIND PROTECTION CONNECTION NOTES
_.....rc...__...,•..,_-._.__......._..._. .M... ..__ ..._�_•.R.. _.__..._.._.._._,._-...... ....-
ROOF FRAMING Adapted from Standard for Hurricane Resistant Residential Construction; 55TD 2x 10 RIDGE;
RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER 10-99 and 2018 SBC High Wind Edition Wood Frame Construction SiMPSON C520
I O'-O"WALL:3-8d PER RAFTER Fasteners and Connectors for Wood Frame Construction CONNECTOR(IYP. ALL)
CEILING JOIST TO TOP PLATE^ TOE NAILED 8'-0"WALL:3-Sd PER JOIST
-
10'-0"WALL:4-8d PERJ015T _ _ _ _ I . A continuous load path between footings, foundations walls, floors, studs and
CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP _ _ -- roof framing Shall be provided.
CEILING JOIST LAPS OVER PARTITIONS I FACE NAILED SEE TABLE 3.7 EACH LAPARCHITECTURAL ASPHALT
- -- -- �_ - - ---- - .-T---- --------- 1 2
COLLAR TIE TO RAFTER i FACE NAILED SEE TABLE 3.4 PER TIE ` _ -- - ROOFING WITH 15# FELT
-- ----_ ---- -- -- - 2. Approved connectors, anchors and other fastening devices not included In ER g" C DX PLYWOOD 7
BLOCKING TO RAFTER !TOE NAILED 2-8d EACH END OV
- - -- - ---- --- -- --- - ---------- ---- the Standard Buildin Code, Section 2306 of IBC shall be used in accordance
RIM BOARD TO RAFTER 1 END NAILED 2-1 Cd EACH END g OG
-- ----- - ---_. - ------- ^- - with manufacturer's recommendations. WITH ICE WEATHER SHIELD
@ PERIMETER5 *VALLEYS \
WALL FRAMING �-@
TOP PLATE TO TOP PLATE !FACE NAILED 2-I Gd ' PER FOOT - 3. Metal plate5, -connectors, Screws, bolts, and nails exposed directly to the
TOP PLATES AT INTERSECTIONS I FACE NAILED _- _--4-I Gd -- -- JOINTS-EACH SIDE- -- -- - Weather Or Subject to Salt corr05lQn in G05tal areas, shall be Stainless steel or
STUD TO STUD - - FACE NAILED 2-I Gd 24"O/C hot dipped galvanized. R-3 BATT INSULATION_-_-- -_.__-- -----___ -_ - _ - _- --
HEADER TO HEADER I FACE NAILED I Gd I G"O/C ALONG EDGES
SIMPSON H7 CONNECTOR WITHIN CEILING, ALL AREAS
TOP OR BOTTOM PLATE TO STUD END NAILED _ - 2-1 Gd PER 2X4 STUD 4. Where windows and doors Interrupt Wood Structural panel sheathing and
3-1 Gd PER 2XG STUD FASCIA it VENTED SOFFIT
- -- -- ----- -- 5idn6J, framing anchors or connectors Shall be provided at the top and bottom 2x 10 CJ @ I G" OC
4-1 Gd PER 2X8 STUD
------- ------- - ---` - -- -- --- -- _ -- ------ - of cripple studs, header Studs, and at least one stud at each Side of o enin
BOTTOM PLATE TO FLOOR JOIST, I pp p g
BANDJOI5T,END JOIST,OR BLOCKING I FACE NAILED 2- 9 �� LVL DROPP
_D - -- _- 2-1 Gd PER FOOT Q
_--------- ---- ------- --- ----.�..—_-.-------- -------�s �
-" 5. Ridge Straps Shall be attached to each pair of opposing rafters except where ED
TP -11
FLOOR FRAMING collar ties of i xG or 2x4 lumber is located In upper third of attic Space and HEADER
JOIST TO SILL,TOP PLATE,OR GIRDER -TOE NAILED 4_8d PER JOIST-- �- -- - attach to each pair of rafters. 7EH 0=1
- - - -
BRIDGING TO JOIST !TOE NAILED 2-8d EACH END G. Uplift connectors shall be provided at each rafter bearin
BLOCKING TO JOIST I,TOE NAILED 2 8d _ EACH END _ - 9'-0"X 6-0" DOORS W/ w o 2 0 2in
GARAGE
BLOCKING TO SILL OR TOP PLATE _ (TOE NAILED -`- 3-I Gd EACH BLOCK _ _ _ 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' 3- 9 2" LVL HEADER ABOVE (� N
---- - - -
LEDGER STRIP TO BEAM 1 FACE NAILED 3-I Gd - EACH_JOIST f C520 5TRA7IN
- - -- ---
-- Of exterior corners.
JOIST ON LEDGER TO BEAM 1TOE NAILED 3 8d - PER JOIST _ STUD FRAME EXTERIOR (V- -- - -- HALF WALL w/ \-2xG
Gil
BAND JOIST TO JOIST I END NAILED_ 3- 1 Gd �- PER JOIST WALL @ I G O.C. wl R-2 I INSULATION, LUin
-- — �- 8. Sill Plate to Foundation Anchora e: Sill late shall be anchored to the WOOD CAP AS FWGGOG I
BAND JOIST TO SILL OR TOP PLATE 10E NAILED- -_ _ 2-1 Gd PER FOOT g h n n q �" CDX PLYWOOD SHEATHING, HOUSE u-
-- -- - foundation with anchor bolts haven a min. bolt diameter of 5/8" and 3"x 3"x 2XG ACQ ILL PLATE STAIR BARRICADE s LU Y
- ------------------------- -
i 9 WRAP *510ING AS SELECTED;
I/8" Washers. A minimum of one anchor bolt shall be provided within G to 1 2 OVER TERMITE SHIELD I 1V o
ROOF SHEATHING p PITCH SLAB TOWARDS DRYWALL ON INTERIOR OF GARAGE Q }
4'PERIMETER EDGE ZONE- I G"O/C-G"AT PANEL EDGES inches of each end of each late. Anchor bolts Shall have a minimum embedment OVER 51 LL SEAL; a 4 3
p PROVIDE SIMP50N C520 DOOR @ g"/FT. - z
STRUCTURAL PANELS I 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD- Of 7 Inches in concrete/masonry foundations. Anchor bolts shall be located
- ----- -------- -- --- -------- -- - -- ----- - - W/ LPT4 CONFIECTOK5
INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT within 12 inches of corners and at spacing not exceeding 4 feet on center. o
8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD I./ n.
FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER b DIAMETER ANCHOR BOLTS 4" POURED CONCRETE SLAB U oq'i
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. W/7" MIN. DEPTH @ 48" O.C. ON COMPACTED FILL WITH z
DESIGN LOAD CALCULATIONS W1 MIN. 373"x8" WASHER @ PLATE W.W.M. G X G 1 I O X 10
CEILING SHEATHING GAUGE WIRE (TYf.. GARAGE)
GYPSUM WALLBOARD 5d COOLERS 7'EDGE/ IO"FIELD
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ib5f) 8 POURED CONCRETE
-----------
EXTERIOR BALCONIES GO FOUNDATION WALL W/
WALL SHEATHING
I'-4"x 8" d. FTG.; PROV. UNEXCAVATED
STRUCTURAL PANELS I I ga.Galy.Roofing nail DECKS 40
1112" 2- #4 REBAR IN FOOTING
3'EDGE/G"FIELD
(.12"x I.5"L.- 711 G"head)_ ATTICS WITHOUT STORAGE I O (TYPICAL ALL AREAS)
- - I I ga.Galv.Roofmg nail ATTICS WITH STORAGE 40
25/32" 3'EDGE/G"FIELD
12"x 12751.x.3/8"head)
__- -- --- ROOMS(OTHER THAN SLEEPING ROOMS) 40
FIBERBOARD PANELS 7/1 G" Gd 3'EDGE/G"FIELD -- -- - -- ��P�E }p w
- --
25/32" 8d 3'EDGE/G"FIELD
GYPSUM WALLBOARD 5d COOLERS 7'EDGE/ 10"FIELD SLEEPING ROOMS 30. E—] {Alteration of this Document except P`' MA229 ��
_ _
--- - - - - b an Architect or Licensed Profes- �
'EF
4DGE ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT BUILDING SECTION I I BI I g• i o 0
HARDBOARD 8d IPfrERMEDIATE SUPPORTS IN THE PANEL FIELD-_ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA $tonal Engineer, IS illegal." V
INTERIOR
OE- I G"O/C- G"AT PANEL EDGES AND 12"AT
GROUND SNOW LOAD 45 Ib5 Section 7209, Subdivision 2,
8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD BASIC WIND SPEED 1 30 mph SCALE: 4" = I '-0" � PAGE:
FLOOR SHEATHING
p N. Y. State lagatiQn aw.
5
STRUCTURAL PANELS- I"OR LESS ! 8d G'EDGE/ 1 2"FIELD Exposure Caterjory 8 It
f9
SEISMIC DE51GN CATEGORY B FESSIONP�
WEATHERING SEVERE
Naihng requirements are based on wal sheathing nailed G inches O.C.at the panel edge. If wall sheathing 15 nailed 3 mche5 O.C.at the panel edge to obtain
FROST LINE DEPTH 3'-0"
higherg r shear capacities,nailm uirement5 for structural members shall be doubled,or al- - = -- - - - -- -- - - ---- - -- ---- ------ TERMITE MODERATE TO HEAVY
When wall sheathing 15 continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot.
ICE BARRIER REQUIRED YES
LINA LlrHORIZfO AL TfRA RON OR A001 TION TO TH15 DRA WING A ND RELA TED 0OCVMfNT5 15 A VIOLA T/ON OF 5FC. 7209 OF THF N.Y.5. EDUCA TiON LA W
U10 iLAOS 10 tdMCLL
rsN
�zOZ 9 0 X30 o
cl
z
nn ��ll moo
z
w
U Q
4"0 ROOF VENT c n
ROOF
I
� 4
I
ATTIC _---�
— BATH 4 r--- I— BATH
d i i i I I I I
11 1/2 �I I/2 �I 1/4 �I 1/4 WI I/4 ¢1 1/2 i 1 1/2
• 0o I I L
a N
LOWER FOUNDATION WALL
HEIGHT AT DOOR OPENINGS SHOWER
SECTION SECTION
B B SECOND FLOOR I
+�
3 1 1/4 1 1/4 1 1/4 3 I O
c.o.l I cn
OUTLINE OF ENTRY 4 4 I o
DECK ABOVE; FOL
SAME CONSTR ION
U L
OF FRONT D K - A I ; ' GARAGE SLAB ABOVE KITCHEN BATH I - LAUNDRY_- AT1 -� U L
/-' 2-2x8"ACQ GIR F� SECTION 4' POURED CONCRETE SLAB __ _ r' -T I I 311 +, � c�
U d
ON COMPACTED FILL WITH r T I I I I z 6�
O O I W.W.M. G X G/ L O X 10 1 I TI 1/z 4 F.A.I. �
Q - GAUGE WIRE (TYP. ALL AREAS 1 1/4 1 a �1 1/2 I 1 1/a , 1 a 1 1/z p N c m
aU WITHIN GARAGE) SIN D W
N I 5H WERp
O
c�
O
0
O
38 6
CO W w
� TFLOOP,
1
_
EG SS: FI I RS
G 4 GLIDING WINDOW; I zz 3" C.O.I 2 11/a s I 2 11/4
- 2"X 8" ACQ HEADER ABOVE,
FADER TIGHT TO SILL PLATE. I 4 -
to a I 4 TO NEW 5CHD
50TTOM 51LL NOT TO EXCEED 44" +a- ;: PITCH FLOOR I ATH 5Y5TEM
ABOVE FINISHED FLOOR APPROVED SEPTIC
TYP. BOTH WINDOW LOCATIONS I ~ I � H USE H USE
FAMILY ROOM PROVIDE BRIDGING I 1 1
THROUGHOUT ENTIRE
FLOOR SYSTEM, 8'-0"O.C.;
9 4"T*G PLYWOOD SHEATHING W.0
ABOVE, GLUED 1 SCREWED o SHS
b 3048 PROVIDE BEAM POCKET IN I ;
o = FOUNDATION WALL; SIZE BASEMENT
N COLUMN FOOTING UNDER N AS REQUIRED *TAR ALL SLOPE I/4 PER IF PITCH T DRAINIII 2
U POST FROM ABOVE SIDES (TYP. BOTH ENDS
F- AT ALL GIRDERS)
Q — - 9 Ik LVL DROPPED GIRDER (W�
711
P L ER o
cs.D. S1EP FOOTINGS E DIAGRAM O z
C.O. = I PRDV. EPDXIED #4 STEEL NOT O SCALE
es.D. REBAR HORIZONTAL @ 12"O.C. W Z
a INTO FOUNDATION WALL 4-ALL Z Q
x w I AREAS OF ABUTTING WALLS I) U
b UP WITH FOOTINGS Lu ;
5'-0' Q
N D/ 0
UNFIN15HE
Z
` BEDROOM z BATH BASEMENT REA O
O o pL
M 152 5Q.Pi.3.3%LIGHT
N
EGRESS WINDOW WELL WITH 5.2%VENT Q
m FOUNDATION WALL LEGEND: G-
LADDER TO GRADE; I N
u�
USE G"X G" ACQ POSTS TO U SHELVES 0 oou/
5" POURED CONCRETE FOUNDATION WALL
Lu
OLD BACK GRADE AS NEEDED O OU WITH KEYWAY I'-4"X 8" FOOTING; PROVIDE
N - J — — 2- #4 REBAR WITHIN FOOTING. 8'-0"WALL HEIGHT;
Ua DAMP PROOF PERIMETER OF ALL AREAS
CLOSET 8" POURED CONCRETE FOUNDATION WALL
WITH KEYWAY* 1'-4"X 8" FOOTING; PROVIDE
I I'-G" 3'-2 1/2" 3'-5"
— — 2- #4 REBAR WITHIN FOOTING. FOOTING DEPTH
F -1 _ MINIMUM 3'-0" BELOW GRADE
3- 9 " LVL DROPPGIRD 2x4 ACQ STUD FRAME PERIMETER WALLS @ I G" OC.
d PROVIDE R-13 INSULATION $2' DRYWALL TO FINISHED
p SIDE; SEAL CONCRETE WALLS w/ MOISTURE BLOCK
CO. co U PRIOR TO FRAMING
6 5.D.
8" 7" MIN. D ANCHOR BOLTS 2x4 STUD FRAME FAKTITION5, WITH L" DRYWALL
W/ 7" MIN. DEPTH @ 48"O.C. I— 2
W/ MIN. 3"X3"A"WASHER @ PLATE �, ON EACH SIDE OF FRAMING. PROVIDE R-13 INSULATION
� WITHIN WALLS COMMON TO UNFINISHED BASEMENT
PROVIDE 51MP50N PHD5 AREA FOR MECHANICALS FRAMING NOTES:
HOLDDOWN (TYP. 2)
ANCHORS AT ALL CORNERS
THROUGHOUT DOUBLE J015T5 UNDER ALL PARTITION5
RUNNING PARALLEL
' Q • PROVIDE BRIDGING THROUGHOUT ENTIRE
.....,..r,' .r , . . .. /. ..4 1 "
.. ,.... ...'r'...f i .. ., .1
O o.c.
FL OR SYSTEM 8 O
• " TSG PLYWOOD SH
EATHING ABOVE TO
� U4
BE GLUED and 5CREWED
• EGRESS WINDOW TO HAVE 3- 2x8 ACQ W U
Q _
\-2xG" ACQ LEDGER BOLTED m
TO HOUSE FRAME WITH 5" HEADERS; BASEMENT WINDOW TO BE 2- 2x8 ACQ Ln
X 2-2x811 "LEDGERLOK" 5CREW5 @ I G"O.C.; 4" POURED CONCRETE SLAB ON COMPACT FILL
GRRDEPROVIDE R-19 BATT INSULATION TO UNDER
HANG D.J._ FROM LEDGER WITH
51MP50N LU28 CONNECTOR SIDE OF 5U51'LOOR; COMPLETE w/3" ROXUL FIRE
TYPICAL ALL LANDING AREAS BARRIER INSULATION W n
lL
Lu
OUTLINE OF ENTRY G"X G" POST ON 1 2" N L
IV o
DECK ABOVE 5ONOTUBE W/POURED N
CONCRETE FOOTING 12-2-2022 FINISHED 5A5EMENT ROOM5 AND BATH ADDED TO BASEMENT aCC Z
SECTION 20"X 20"X 8"d. G �
A
U �
z �
FOUNDATION PLAN
SCALE: 4" = I'-0"
Lu
0
U
PAGE:
3
UNAUTHORIZED ALTERATION OR ADD/TION TO TI-115 DRAWING AND RELATED OOCUMfFNT5 15 A VIOLATION OF5EC. 7209 OF THE N.Y.S. EDUCATION LAW