HomeMy WebLinkAbout52318-Z �o4tof SOU Town of Southold
* * P.O. Box 1179
,0 53095 Main Rd
UN11.� Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47172 Date: 06/26/2026
THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION
Location of Property: 425 Maple Ln Southold, NY 11971
Sec/Block/Lot: 64.4-25
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/14/2025
Pursuant to which Building Permit No. 52318 and dated: 10/06/2025
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:
Alterations to an existing single-family dwelling as applied for.
The certificate is issued to: John Rooney,Dorothy Phillips Rooney
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: See Certification
ELECTRICAL CERTIFICATE: 52318 6/15/2026
PLUMBERS CERTIFICATION: Derek Hennessey 6/15/2026
Aut ed Si ature
0?SOUTy�lG TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUT HOLD, 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#: 52318 Date: 10/06/2025
Permission is hereby granted to:
John P Rooney
PO BOX 1622
Southold, NY 11971
To:
construct alterations to an existing single-family dwelling as applied for with sanitary certification.
Premises Located at:
425 Maple Ln, Southold, NY 11971
SCTM#64.4-25
Pursuant to application dated 08/14/2025 and approved by the Building Inspector.
To expire on 10/06/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition &Alteration $393.00
CO-RESIDENTIAL $100.00
Total $493.00
Building InspectorYY___
SO(/lyolo
Town Hall Annex l Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 �OQ
Southold,New York 11971-0959 OI�Call
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: John P Rooney
Address: 425 Maple Ln city: Southold st: NY zip: 11971
Building Permit#: 52318 Section: 64 Block: 1 Lot: 25
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Electrician: Homeowner License No:
SITE DETAILS
Office Use Only
Commercial Indoor X Basement Service Solar
Residential X Outdoor X 1st Floor Pool Battery Storage
As-built Renovation 2nd Floor X Hot Tub EV Charger
New X Addition Attic Spa Generator
Survey Mezzanine Garage Dock
INVENTORY
Service 1 ph In-wall Heater 1 Recpt 5 Ceiling Fixtures 2 Smoke Detectors 1 Pump
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 CO Detectors Heater
Main Panel A/C Condenser Single Recpt RecessdFixtures 6 Combo Smoke/CO 1 Transformer
Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen
Transfer Switch Mini Split 1 Dryer Recpt UC Lights Fridge AutoCover
ARC Blower Heads 1 Switches 4 Pucks Lights Dishwasher Mini Fridge
GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp.
ARC/GFI ERV Exit Lights Bath Exhaust 1 Hood Dehumidifier
Other Equipment:
Notes: Second Floor Bedroom, Bath & Minisplit
Inspector Signature: Date: June 15, 2026
SQFF9 O
Town Hall Annex �y� Gy Telephone(631)765-1802
54375 Main Road -�
P.O.Box 1179 y- Z
Southold,NY 11971-0959
•
ti�ol � �a0
E C E
BUILDING DEPARTMENT
JUN 1 5 2026 TOWN OF SOUTHOLD
Building Deparfmpnt CERTIFICATION
Towne of Somtho,ri 1 /
Date:
Building Permit No.
Owner: 104h ry D ol e y
(Please print)
Plumber: Dee-e-k O-e-/1✓-e �ey
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1% lead.
(Plumbers Signature)
Sworn to before me this
day of MA)L\.Q 20 a
Notary Public, County
c0oftf3 Omar
Notary kbf c,8&6 of New York
No.01BU6185050
Qu�04sd In Suffolk County
{ Comlrrf� (orr ExpireVAprll 14°2
,Z
OF SOUTyolo - -- - -- --
���� # TOWN OF SOUTHOLD BUILDING DEPT.
o rm,��''i� 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] F NDATION 2ND [ ] INSULATION/CAULKING
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] , CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR -?wo'�—
Of SOGIho� � L—------m
clir
TOWN OF SOUTHOLD BUILDING DEPT.
o to, �o 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ . ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
Iv
� n
v
r C90 44
DATE INSPECTOR
OF SOUIh�lo
# TOWN OF SOUTHOLD BUILDING DEPT.
coufo, 631-765-1802
�-,vs INSPECTION
[ ] FOUNDATION 1ST/ REBAR ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
rr nI
REMARKS:
l v_
DATE l0 INSPECTO
OF 50(/T�O
h� l0
# . # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
���
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] UGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
r
DATE INSPECTOR
OF SO�Th°�
# * TOWN-OF SOUTHOLD BUILDING�DEPT.
cou 631-765-1802
INSPECT-10-N
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ .] FIRE SAFETY INSPECTION -.
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: ✓ �
DATE. O INSPECTOR
fo/2�5
# * TOI��� OUTHOLD BUILDI WE l
"loutmN 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: 4— ms,.
c� ,�sn
DATE INSPECTOR
1
CHITECT
MARK SCHWARTZ & ASSOCIATES 28493 \lain Road• PO Box 933•CL11Vh011'u+•. \1. 1193.5
631.734.4185 1 +�+a++.mks:u'c hilccl.crom
September 30,2025
Southold Town Building Department
54375 Main Road
Southold,New York 11971
Re: Phillips Property
425 Maple Lane
Southold, NY
To whom it may concern,
I have reviewed the septic system Certification by John Crandell dated 06/20/25 (attached). Based on
this information,to the best of my knowledge,this completed system has been installed as per code
requirements for a 4 Bedroom Residence.
Please contact this office with any questions you may have.
Sincerely,
Mark Schwartz
--�_
FIELD INSPECTION REPORT I DATE �— COMMENTS
FOUNDATION (1ST) ---- -... -- ---------- ...------ --------- - ---- - OA
--------------------------------------- -
FOUNDATION (2N D) —------- - ------— -------------- ---- cn
7
eve.-- --
elf i"
ROUGH FRAMING& — -"--� - - - - ----------
PLUMBING ------ ------—----- --- --- -----
� to
INSULATION PER N. Y. -- — -- ------- - - -- -- Q'�
STATE ENERGY CODE --- --- - --- ---------------:----- - ------
�o d
FINAL
ADDITIONAL COMMENTS
1�C� 10
- ------
-------------- --- -- --------------- .-- --- --- ----
d .�
----- -------------------
-------------------------
d
----- --------
°SUFFoc r o 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 https://www.southoldtownny.gov
1 'T
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only 1{
PERMIT NO. Building Inspector: 4"/
A UG 1 4 2025
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an Building M-Parl'nment
Owner's Authorization form(Page 2)shall be completed. Town Of Southold
Date: A L t"r-u / 14,, 2o.25
OWNER(S)OF PROPERTY:
Name:ba ILL �S /�- �� L SCTM# 1004-Z3S�q �a —1_ 2-5
.vrju aProject Address: 4/�S 1 , L L 4 4 AJ8� So q*7*p i
Phone#: �� Email•
/4 �1 l/�/ P 7 p do .G o
Mailing Address: P-n- /bra �!o ZZ SOU DL A)• !-//
CONTACT PERSON:
Name:
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name: k C k Se. —2 A P G 4-1 1 Lzz'-C.
Mailing Address: P C� 3 � ! � 935
��. .
Phone# / -73q 1 Email:M 16 C 7F� duo Q -A)L ��
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition E4Alteration ❑Repair ❑Demolition Estimated Cost of Project:
1�Other Cl, )Ur'f;t IPXISTIN�
Will the lot be re-graded? Eyes PNo Will excess fill be removed from premises? ❑Yes ANo
1
1
PROPERTY,INFORMATION
Existing use of propert Intended use of property:S
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
f� this property? ❑YesgNo IF YES, PROVIDE A COPY.
1�
56 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by ,
Chapter 236 of the Town Code.APPLICATION.IS HEREBY MADE to'the Building Department for the issuance of a Building Permit pursuant to the'Building Zone
Ordinance of the Town of Southold,,Suffolk,County,New York and'other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit,'authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New.York State Penal Law.
Application Submitted By(print name): I"l �t�- J c%_ Authorized Agent ❑Owner
Signature of Applicant: date
STATE OF NEW YORK)
S:
COUNTY OF S L )
�1 - � 7i✓�%�. being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the -
4j2t---,
(Contracto ,Agent, o porate Officer, et .)
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
'q-t
—day of 120a5 lj ., 0 U . �
otary Public
TRACEY-I.. I)WyE{
NOTARY PUBLIC,STATE OF NEW_YORIC,
PROPERTY OWNER AUTHORIZATION NO.OIDW6306900
QUALIFIED IN SUFPOLK COUNTY_
(Where the applicant is not the owner) CX*1AS9ION XPAiSJUNE30,2Qa&
I, yrd 11-uf� �A A) a61UF_ residing at , L tiE �DC1��-I D L]j MY
do hereby authorize Mee t wAa i 2 Rif q EVA on
•
my behalf to the Town of S uthold Building Department for approval as described herein.
r a DS
wner's iAR-1-
re Date
�rurpy A , 1 P-5
UGH pi P 1Ro.01V E
Print Owner's Name
2
Suffolk County Department of Health Services
OMW of Wastewater Management
- 360 Yaphank Avenue,Suite 2C
fi r, Yaphank,New York 11980+ ti t.- .. p, (631)852-5700 OR Ae2lthWWM93uffolkcoun
CERTIFICATION OF DISPOSAL
O SYSTEM ABANDONMENT
Health Department Reference Number: SHIP 25-00455
Suffolk Tax Map#:Dist 10W Sects)osa Blk(s)01 Lot(s)o2s
Project N J ame or Address;425 Maple Lena Soufhafd,New York 11971
subdivisionN ameBcLot#
ti
Applicant Name:DOROTHY PHILUPS
I HEREBY CERTIFY THAT:
1. The first septic tank/leaching pool,from the foundation,was located and uncovered,AND
2. If liquid sewage was noted therein,was pumped dry by a licensed sewage hauler,AND
3. Tank/pool was inspected for outlet line to an overflow pool,AND
4. Overflow pool(s)wastwere located,uncovered and items#2 and#3 were repeated until all pacts of
- :. ... , sanitary system were located,AND
'.5. All parts of sanitaryy
71. collapsed• system were removed or filled with clean backfill and an corbelled block domes
d3 I also certify that the sanitary system abandoned consisted of-
First tank/pool _feet diameter_feet deep( )precast block ( )other
Cti First overflow pool_feet diameter to feet deep( )precast block ( )other
-t Next overflow pool feet diameter feet deep( )precast ( )block ( )other
• �� Next overflow pool feet diameter feet deep( )precast ( )block ( )other
Company which pumped out sanitary system if different from certifying company;
Name of Company
ti 1 Address:
' " * Consumer Affairs License Number.
Contractor Signature: ( ir�a.� Date 8-20.2=
Print Name/Company:4ZA SEWER AND DRAIN MAINTENANCE INC Phone 631-849-1599
Addrm'-12 WHnEWOOD DRIVE ROCKY PONT NY 11778
Consumer Affairs License Number. 644440•Lw
i
This certification shall n be used in lieu of inspections required by personnel of the Department
•-� �., and may be duplicated on company letterhead,provided it contains the above information.
4 ' A�
�HOTOCOPfES OF DOCUMENTS WE NOT BE ACCEPTED
t
WWM-080 (Rev.02fl2)
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d, ,IUy; .!/471 ;
s4 rp � , a5-OoYS',f E
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, I � I I j `I -�A�I
__ r�, ! _ _L _�.__.I ; _ l-SER AND ORAI�N
_'.._ --- ( M
TE L1V�,E,SIN .
IN N 1/1s1 �V1 i- f EVyE NpDRA1NNIAINTENA`N
I
• CEcom
-AASEVV�ER MIN(av� MAIL: -OM-_-
7-1
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n
so
-- CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER
`~% ✓ Vy " .R J � bay /nerd tw idles•earaar not Grwewderlw Aeback drm ampwoeshey
d&wwiedAP d*fw=**
Hob Dq=ftmot Rdamce N®be:SEV 25-OD455
; +• r Suffolk Tax Map t.Dist 1000 SeWs) 064 Blk(s)01 I.ogs) 025
PmJed Name or Add mss:425 Wwk hoe Sowh-K New York 11971
Awjrx Nome: DOROTHY PH ILPS
i!; f Dac of Splam Imta�oo:f-20-202S
.•JS..� .°ri m' ' SEFHC7ANa
, r �!� �.• yes orlPrs rREAMUrrUAWT volume(puons): /aW S466s
,;rtv •' Mahe and Model: Macaw: Canaete. []FibaglttsslPlastic
Rated Daily TreatmentQY(1 $ Shape: I]Rectimgula. I4 Cylindrical
Matnial: I]CooQeoe I]FffiergLisslPlastic Top: I]Slab. Traffic Slab.[]Dome
DXff"V770NLEACMGFI00ZS(1fqpffbW4Number Name of TankManuFa�'haer. -
'`�� of Pools 42J<EASE7alr
Diameter and Effective Depth vol®e(gdloosk
Top: []Slab []Traffic Slab []Dome Mat eak I]Conaeb []
�•' '�%'' Name of Precast Il�famrfacauer: Top: []SW[]Traffic Slabs[]Dame
�",�- "'o"•� ��� . NameofTankMawfac<tadr.
•.. ...s►..,. L,ElCMWGr00
TotalNrmmbis oo Galleys a OTMXLEAMNGSTRUClUM
- Depth g k G Mahe and Model(rf applicable):
Diem i ons and Effective
Top: [)Slab [I Tmffic Slab DLDome
..3 N/A Total Dear Feat of Leaching Struchue(s):
Name ofPrecastllmrdaauna: ]►`---1 L-wk
�. UOYESSANDUDS
Installed covers comply with crmffit standards(secondary safety device installed if cover weight less than
d 1C - # 60flm) f4 Ycs []N/A
.. C� ►. d=rbed ham here Gem imtanW by me o n=wbm m with the
..; _.� I hm�y oeddfy ma the a>lvaal6ee swYC dapoasl sy�empme�
aodI mm&nbafgbe coudyDep.tofHcaMSavimesvzUasmyolheramiepdv@mcyre¢menmtud
wy wd ail rave bean tend ad am opovumd in wwrdmm vrm mmahma es reoommmdgd=
t>-20-?A25
Instapa's Signature: D=
s si t j N .pdq Sewer mid Drain Maiitenance IncCompany ph®e631-84�1599
Ad&,= 12 VWdWwood Drive Rocky Pond NY 11778
C����Lgoid Waste Lionise Nwnber and ask 54440-LW 4
-'' tr1NADDMON70ABO E►C MPLETENELOWFORSANITARYSF.PUCF.VENT/MM.'77'ONLY
In adstim to doe ahovc mbmmb^I h=hy=dfy do this OWLS rWbccmcg or twofit meals to Depnonwi Re*wnmcmtlRenoft
;+ Standards,wd do,odor mains we wr awkew mnay teasa&I also mrtify dose this OWLS teplaoemrat or roafd bodhfim
tepramts w jwproveaed to ff www ssposd rysm--odour.
+ , r InstaUds S:--
�;�tr htsklldaName: John Crandall
Tms noct mRr must cot+rrsllr ORKMN L sx;3W►MMS rl:ob Tm ERWALUR
9� ^ „Ru'V/.t�i9� -
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o�OS�F�pj,�COG BUILDING DEPARTMENT- Electrical Inspector
y� TOWN OF SOUTHOLD
o Town Hall Annex - 54375 Main Road - PO Box 1179
o ® Southold, New York 11971-0959
Telephone (631) 765-1802
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: �Zs
Company Name:
Electrician's Name: Sic, Z. F--
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: do a W��_ loe 11,9 fI 15LY!,
Address: "' /1/ rig 2/ -
Cross Street:
Phone No.:
Bldg.Permit#: S ;,31Y email: JF/Z, ,21-/2Gr ,4D/ Gbill
Tax Map District: 1000 Section: , , Block: / Lot: 2,5—
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: E, YES ❑ NO/❑Rough In Final
Do you need a Temp Certificate?: ❑ YES rq'�/O Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underg round❑Overhead
# Underground Laterals 1 R2 H Frame Pole Work done on Service? Y RN
Addiltiont Ir rrrRa o
JUN - 8 2026 .PAYMENT DUE WITH APPLICATION It [DD Pd L—%-0.,
Building Department
oolvvn of C-outhold
��gUEFO(,f-CO BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
o =` Town Nall Annex - 54375 Main Road - PO Box 1179
w Southold, New York 11971-0959
y p� Telephone (631) 765-1802
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name:
Electrician's Name: Z -
License No.: Elec. email:
Elec. Phone No: ❑1 request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name:
Address: //Z /A /e, ZIP ;a 1Z IVX r/cl
Cross Street: ��Q;O ncvo6
Phone No.: �g''/�-3 0395 T17-4X/6_//C,�/
Bldg.Permit#: S.Z3IY email: JQ,S,-1/?1, 6A0Z G1S�I
Tax Map District: 1000 Section: Block: / Lot: 2S—
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
C)v Nr/-C, L( e-14 1 1 AI C--
Square Footage:
Circle All That Apply:
Is job ready for inspection?: [5/yES W-,' ❑Rough In Final
Do you need a Temp Certificate?: ❑ YES Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[]underground❑Overhead
# Underground Laterals 1 2 H Frame M Pole Work done on Service? Y N
Addition I r a o
7 JUN - 8 2026 AYMENT DUE WITH APPLICATION �; 1oo. Pc� ���•��
�e. 0 lla�6 �
Bilfleling nepartment
PERMIT# Address:
Switches C�
Outlets .
GFI's
Surfac w
Sconces l
H H's el, OIL
UC Lts Fridge HW POOL
Fans Mini Fr. W/D Panel
Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit 1 Blower
AC AH Hood ' Blower
Service Amps Have Used
Sub Amps Have Used
Comments
MAIN
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IN
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• S a dri ire . . -C�6G-moo (�w•� s a `�F '
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ma
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41
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41?-e .Seed La'Pd .Seer . i or
G ree h poi4t "Nets
.•._ ... .. ... • .. .._ ... ...... r ... �.... ..._.ram.-�.r ._ .�._ ��.-�-� - •
:i
A /VA0 v
.mow,
drive $ �
so C
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- 1 ra Lam! 44- in4
,z:>4op- :�
AW
MAP "P7- �..
vuolew- 0/0
4./014N A. $ .AL WIVA
AT
Sou THOZ.0, !V }!'
scale ¢O � _ ��� -- ��. ��1:-;����r�1�'�`,�_. .��r�t Z7,' 971
, t •
a
Area 4. Z97 afire
Lae. I-h"d Su Q
6 ree Apo ,, Mawr- . ,, �
APP OVED AS NOTED
on •1� e.�
FEE ,a gy.,-_±_. COMPLY WITH ALL CODES OF
NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE &TOWN CODES
631765-1802 8AMTO4PM FOR THE AS REQUIRED AND C NDITIONS OF
FOLLOWING INSPECTIONS: SOU THOL OWN ZBA 1
1. FOUNDATION-TWO REQUIRED SOUTH .p TOWN PLANNING BOARD OCCUPANCY
FOR POURED CONCRETE USE IS I - �F�
2. ROUGH-FRAMING&PLUMBING SO , OLD TRUSTEES
L
3. INSULATION .S,DEC VATHOUT CERTIFICATE
4. FINAL-CONSTRUCTION MUST OMOLD HPC
BE COMPLETE FOR C.O. 74 03 OCCUPAINCY
ALL CONSTRUCTION SHALL MEET THE SCHD
REQUIREMENTS OF THE CODES OF NEW
YORK STATE NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTON ERRORS
P�f ust provide Manuals
ELECTRICAL.Blower door INSPECTIOINZI REQUIRED I�, 3 and S as per
and ductwork NYS Energy Code
testing required.
(3'-3"h KNEE WALL)
EX. SAUNA
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60Y SHEET NUMBER:
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Generated by REScheck-Web Software WALL MOUNT ® DJ: ',nq 171,mpsTr'A.- ent
Compliance Certificate 1 11 EL EATER T ^ECTRIC
Ill °
7-3/2 3 -1 EX. SAUNA
EX. BATH
�"C NG 1MUM) /'�
Project PHILLIPS (2� SHELVING A',`//i
rN 34-1^(VIF) LINEN
Energy Code: 20181ECC 7
Location: Southold,New York ——
ConstructlonType: Single-family p PROPOSED
Project Type: Alteration 1L BATH
Project SubType: None j — — — — iC-
Climate Zone: 4 (5572 HDD) - uNRosA ae^x 3
HOWER BASE w/ ZD
Permit Date: _i ATHWILLERDEL N VERIFY
Permit Number: d LDG SHOWER DR LLu
All Electric false /S.S.HARDWAR � MIN.5.7 SF
O O
Is Renewable false ' ��
Has Charger false LBLKABOVE OPEN RAIL CD�P
Has Battery: false 7T-7^ 3"_1^
Has Heat Pump: false
PROPOSED BEDROOM 7-41/2" L✓ Y2
m.., FLAT CEILING(S'MINIMIM) -��
Construction Site: Owner/Agent: DesigneriContractor. VERIFY o� rQ�uireM�
425 MAPLE LANE MIN.5.7 SF (L L
SOUTHOLD,NEW YORK trr
--------- 2-WAY FIREPLACE PROPOSED BEDROOM
--'-- LOFT OFFICE
'ALI ,?•:I� 'lt`-': -' °, 1AAI=sF ,M,1.,.L•. .I,.J4?�YV ,d.IP»I. AL .A-' .'�. '•y,y_. ..___,__.._._..,..<._....___..� / w/FLOOR RADIANT HEAT
--------- (8'MINIMUM CEILING HEIGHT) O Z C)
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. --------- a W
SPLIT -
Envelope Assemblies UNNTV-0-
---- ----
--------- 4.1
17"�
-NJ
g. at Ceiling or5cissorTruss 169 49.0 0:D 0.026 0A26 4 4 6'-7izi"PLT HT �
Ceiling 1:Cathedral Ceiling 162 49.0 0!D 0.022 C.026 4 4 -
Wail'I:Wood Frame,16"ox- 411 20.0 0:0 0.059 0.060 24 25
Window:Wood Frame SHGC:0.31 30 0.300 0.320 9 10
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in CLOSET
REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
SLOPED CEILING
n
Name-Title Signature Date CD
e-•I
M N
Project Title:PIHILLIPS Report date: C7128125
Data filename: Pagel of 1 0 r+ x 0
CZ
SMOKE/CO TO BE INSTALLED o00
TO CODE (TYP)
WALL LEGEND � .
PROPOSED 2ND. FLOOR PLAN E m Cu
�______________� WALL TO BE REMOVED . t\ ,�
SCALE: 1/4" = 11-0" EXISTING WALL I u
N CU N
2' NEW WALL � W
ri r�
2• NOTE:
�2• DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALI
(1NT-:2X4=41/2 2X6=6-1/2",EXT.:2X4=4",2X6=6"7 (n
W
DIMENSIONS OF NEW WAILS ARE FROM STUDS H
® ® (EXT./INT.:2X4=3-1/2'".2X6 9
=5-1/2" d
I
�-+
FASTENER TYPE: SPACING: f �
V
Na.R W000-SCREW
BASFD ANCHOR WITH 161'OC O
21n.EMBEDMENT LENGTH
No.BASED
WOOD-SANCHOR
FWS
BASEp ANCHOR WITH '6"
OC Un
21'.EMBEDMENT LENGTH QI
I/4m.dW.LAGSCREW _y
BASED ANCHOR WITH 16.00 3 G(�
zn.EMBEDMENT LENGTH ® ® 1 1/4 1 1/4 1 1/2 1 1/4 1 1/2 1 1/4 N
® ® B/4•APA PLYWIXIO
a/2•APA RATED SHEATHING 1 SHEATHING VVV lll���
LAV. "W.C. W.C.. LAV. I
GRACE PLYWOODQ,
(/LLTERNATMI�T/46"�D58) Ili
SH R ST I
2/2•APA RATFD SHEATHING _
iGRADE PLYWOOD
(ALTERNATIVIVE:7/16.915E) YY
U
2 A I/4 (n
1 4 2
3
C.
I
11/
3
G ■/
FAS ILNCR TYPE: SPACING:
�-
4 DFtl2 I
11
2N
Nm.8 WDOD3LREW 5TDS 3 3 3"
BASED ANCHOR WITH Y8.00
WINDOW SILL tin.EMBEDMENT LENGTH F.A.I.
TYPICAL WINDOW OPENING No.L/WOOD-SCREWS
BASED ANCHOR WITH 12'OC
PANEL SPAN EQUAL OR SMALLER z�n.EMBEDMENT LENGTH
THAN 4 FEET 1/4,n.d,a.LAGSCRCW
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT IENGTH
O
TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING 4
PANEL SPAN GREATER THAN 4 FEET
2-20 DFR2 STUDS CONNECTED
AND EQUAL OR SMALLER TOGETHER wrtO STAINLESS STEEL No.6 WOOD-SCREW „ ,
THAN6FEET ORGALV[NIZEDBOLTSW/WASHERS' 2BASED1 EEMBAND RTWITH ( e•« SLOPE I/4' PER FOOT PITCH TO DRAIN
AND NUTS @ 2,_W C.C. TO APROVED
ft.aI wmo-Scgews 4"L.I. SEPTIC SYSTEM
TYPICAL MULTIPLE OPENINGS [AS®ANCHOR WITH s Dc TRAP FIOUSE (f f
2M EMBEDMENT LENGTH PLUMBING SCHEMATIC ' �'�
PANEL SPAN GREATER THAN 6 FEET �
AND EQUAL OR SMALLER a/41n.A1a.ILAGSCiEw �- W,
'
BASED ANCHOR WITH CS'a'iC � DRAWN:
THAN B FEET 2m EMBEDMENT LENGTH SCALE: NOT TO SCALE rt '* SCALE:
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
JOB rk:
AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING .k 9129/2025
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A(MINIMUM THICKNESS OF 7116"AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO f P .4�tA'b�} ,l SHEET 1rTI7MSER:
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 0 L Q7) g
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
4 —
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
RAFTER 'WALL STUD
END WALL
CRIPPLE STUD
'BOTTOM PLATE
•
RIDGE
LEDGER BATHTUB
HEADER DOUBLE JOIST
SIDEWALL __4
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO i SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDiGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X70 I LS210 118g.. SLOPE HANGER]APPLY TO EACH RAFTER / LEDGERI BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATID'N CHANNEL
CHIMNEY AS REQUIRED
RRdI BOARD RAFTER
SILL PLATE(S) 'WALL SHEATHING RAFTERS MAINTAIN
VENTILATION
SIDEWALL FLASHING WOOD JOIST T/1
FOUNDATION TOP PLATE BLOCKING V1
' - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
" BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST II"""�� O
STARRING TO BE ATTACHED TO WALL STUDS ®48"OC• AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER a W
INSTALL 4'0" O.C. �.�� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT �J,
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD a ^
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Y. INCH IN DIMENSION.
FLASHING TO FORM CHANNEL �+
INSTALL 4'D" C.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SpFFITED EAVE
8" - 14' ILSTA30 1-1/4'x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TOi11
ON .ALL OPENINGS / ACTION 4" - £" RAFTER RT1D 0-3/4" x 78ga. TYDOWN ANC'�HOR EACH RAFTER (PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'O" O.C. CONNECT TO
(ROOF VENTILATION / OVER.BEARING WALLS AND HEADERS
14' - 16" 'LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" (RAFTER R77D 1-1/'8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ION ALL OPENINGS KEEP ROOFING MAILS CUT
OF FLASHING ~�
2ND. FLOOR'WALL
ROOFING LAPS BASE
FLASHING 4 INCHES
L"—I .......... BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHESki
THROUGH VENT
WOOD JOIST
CD
r-I
T1CA r
TOP PLATE .GIRDER/HEADF,R z~
1ST. FLOOR WALL SIDE WALL FLASHING
STARRING TO BE ATTACHED TO WALL STUDS ®48"DC M M �J
WOOD JOIST � � r
EON
AND ALL'WINDOW/DOOR.OPENING JACK STUDS METAL FLASHING AT ALL EAVES. SIDEWALLS. 'WALL STUD O ram+ i
AND RAKES-- PROVIDE HEMMED(EDGES SO RATTERS �(] m
FLOOR JOIST(DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND
PREVENT CAPILLARY.ACTION ��-'++,, X
INSTALL 4'0" O.C. o
4' - $" LSTA36 1-1/4"x36' a. STRAP AND JACK STUDS 189 LOCATION USP NUMBER DESCRIPTION APPLCCA71ON PRE-MANUFACTURED
KEEP SHEATHING MIN. 1-7/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH c� }+
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. "4
RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE
INSTALL 4'0" O.C. CONFORM TO SLOPE 1F ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVt.HEADERS ca i
'6" - 16" MSTA48 1-1/4"x48' 16ga_ STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. ,& REDUCE BUMP ROUTS a Go , \
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD •+
CCc I
u >�
a lzt CZ -
DBL. SILL PLATE !
TERMITE SHIELD I v SUBFLOOR Ln U
SILL GASKET WOOD JOISTS CA CJ)
rl cd
NEOPRE cu
TYP. CONC. FOUNDATION ^ CONC. SLAB GASSKETNE /
2x6 2z8 CONTINUOUS WOOD PLATE
N � E
6 MIL. POLY V., BOLTED TO STEEL BEAM WITH O I.I]
DAMPPROOF EXTERIOR 1, GRANULAR FILL ' ,. , x
6MIL POLY ON EXTERIOR A.a •r '•' 1/2 CIA- BOLTS®48" o.c. STAG. 1�
• y � STEEL COLUMN
A i • G I ' !d • c • \ ROOT JACK \� STEEL BEAM 4" x 1/4" x$' STEEL
v CONIC. SLAB '�
• L 1.a v POURED CONCRETE ANCHOR BOLT ENT: J1 III
+ COMPACT FILL
.� y • ' • a r '• w + BLOCK 'WALL- 15' ROOFING LAPS •,: TOP ,AND BOTTOM PLATE W
KEYWAY FOOTING a V r • • d 1 • FLASHING AT WITH 1/2" x 5" ANCHOR BOLT E„4
e•• , �!'4 •• C CONC. FTG. a D•a • USE 'WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT
• ;O ANCHOR BOLTCONNECTION (USP LBPS58 OR BP583)
REINFORCING BAR
p FOUNDATION 5/8" DIA. ANCHOR BOLT 1 ' 1 3" STEEL COLUMN V
ANCHOR BOLT CONNECTION ( 10 KIPS )
DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS O
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM rg
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC STEEL BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION / _hl
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
LAB-ON-GRADE
I ROOF JACKS & VENTS DETAIL IN
N
�
.- SUB'FLOOR
CONC. SLAB I DOOR FRAME
6X6 10/10 WWM GARAGE ¢_JOIST
COMPACT FILL DOOR
USE 2X8 STEEL BEAM
FOR BLOCKOtJT V
4" SLAB
• SLOPE
P.T. 'PLATE /'•' `W/6X6 WMM I \/
/ _ 4"DRIVEWAY NOTCH ,HOIST AND ADJUST HEIGHT �W
1/2" AIR SPACE < Z • • 1 2" _ '(WITH A NAILING PLATE IF NEEDED)
_ ',••�'� AT END AND '• . .a •• • r •' TO BE APROX. 1/2" OR HIGHER THAN
+� , ES OF WOOD �a • ' STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE Q 4 ;�•"a�:'-"•T'"•'"' , d_,+ _d .- a-• BEAMS '•d 0••�.• :.• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) z
_n I
S 6X6 W.W.M. _, 4 � a �, Q a e •' •p 'a -
12 r /.• • ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM a a • C • r'—`-SUB FLOOR
MIN. .a Q s O '^ �!'a A'� •n - • ^ s
t a REINFORCING BAR i NOTCH EQUALS 1/4 DEPTH OF BEAM - 0 e
• II-II GIST
� •�` • REINFORCING BAR a •_ - . C
DRAIN TILE ►•I •• SHEET METAL/ 30# FELT UNDER BEAM AT POINT J�. �• • I STEEL BEAM
12" OF CONTACT WITH CONCRETE OR GONG. BLOCK
�•'t PLATE (BOLTED TO BEAM)
TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) $4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 4 3"
. SHIMS TO LEVEL BEAM
RE]INFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" .MINIMUM BEARING 'SURFACE FOR WOOD BEAM GARAGE DOOR BL®CKOUT
BEAM POCKET ►i. �_, "{ DRAWN:
.4. ,{•,�Y + +�� SCALE:
JOBk:
u- 8/13/2025
T } �' SHEET NUMBER
.. A- 3
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES MAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS)
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT
TOP PLATE 10'WALL:4-8d COMMONRAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
i).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST T WALL:348d COMMON EACH DESIGN CRITERIA(UNIFORM COD
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL 2020 lRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10 WALL:4 8d COMMO JOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
State bui'Iding codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE IDESIGN LIVE LOAD(PST)R301.5
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCAN-SBC LAP NAiL DESIGN DEAD LOAD(O R301AUS RAFALILTERS
EATDEFLER THAION N
12 PITCH
MEMBERS 1801.7
UNINHABTTA8IE ATTICS(NO STORAGE) iD EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:t2 PITCH LJ1B0
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS
OVER PARTITION WFCAvt-SBC LAP NAIL (STORAGE) 20 EXTERIOR(LIGHT FRAMs)STEELrfUALLS t4 (T40 FINISHED CEILING)
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-'WALL ASSEMBLY: HABITABLE ATTICS AND 30 INTERIOR('LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/IBO
p g ATTICS WITH FIXED STAIRS FLOORS Il360
meets current federal,state,coon and local codes,ordinances and regulations,etc Wa91 studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ANTERIOR(LIGHT FRAME)STEEL WALLS 5
countyEXTERIOR BALCONIES AND DEM 40
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in sine with studs below,the TO RAFTER WFC1w1-SBC END NAIL MASONRY WAILS(R^TEIICK) p30 CEILINGS(PLA53-ER,STUCCO) V360
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L/240
2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS U240
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS to
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(11301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER.STUCCO) H/360
4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240
(DO NOT SCALE DRAWINGS). TO RAFTER END NAIL E NON-SLEPING ROOMS ao
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift EXTERIOR WALLS(FLEXIBLE FINISHES) li/120
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY- SPACING NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt FOR EXPOSURE C DESIGNED
TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( )
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance table In addition spacing, 2-16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from thhee end of a sill plate and all TOP PLATE FOOT SEE NOTE:1
5).Refer to the VAndow and Door schedule for exterior openings. COMM. TOP PLATES AT JOINTS FACE (ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE'
INTERSECTIONS 4-16d COMMO EA.SIDE NAiL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufactures specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7A6 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
STUD O.C. NAIL
attached with Bid common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Syrrh._ SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7).The General Contractor is to consult with the owner for all built4n items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONiXIDE ALARMS TO COMPLY WITH R315 NYS.
gypsum HEADER ALONG COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTOR
such as bookcases,shelving,pantry,closets,trims,etc. edges and 0"o.c.in the field shall be in accordance with the length requirements specified
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 R�
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: W
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA z
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
END JOIST OR BLOCKING
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS -a Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED T� (�
2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL V) a
Z
interior sfiearwalls are used.Sheathing.and connections shall be in accordance with JOINT DESCRIPTION NOTES
SPACING QTY. MODERATE SLIGHT TO 1=4
3 "expansion joint
2.4.42 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE -
.Provide 1/2 ex material between concrete slabs and abutting TO HEAVY MODERATE Q
) P jo g JOIST TO: PER TOE F-�
concrete or masonry walls occuring in exterior or unheated interior areas. 8)_CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SiLL,TOP PLATE OR GIRDER 4-.8d COMMON JOISTNAiL "
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-Sd COMMONNAIL SPACING NAIL SPACING AT INTERMEDIATE (V
be installed with 15 re-bar.18"longat 12"o.c._Use approved o for installation. TO JOIST END NAIL SHEATHING LOCATION NOTES
PP epoxy 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE
5 .Unless otherwise noted,all slabs on grade to be 3000 s.L.Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.L. SEE NOTES:1,3
g p• TO JOIST END TOE @ C�
9.CATHEDRAL CEILING ASSEMBLY: SEE NOTES: BOTH FIELDS
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE ( ) I�
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3- 16d COMMONINTERIOR ZONE Sd COMMON @ 6"O. . 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces n at provided with r minimum.of area.
"access opening.Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL
8x16 cast iron foundation vent for every]50 sq.ft.of area.
JOIST ON LEDGER PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: 3-•8d COMMON
TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END CD
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST 3- 16d COMMO JOIST NAIL r-+
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, N a
BAND JOIST TO: PER TOE NAiL the 4 foot perimeter edge zone attachments required shall be used. en � �
8).Drainage as required by current N.Y-S.Residential Construction Code. 2).Girders for deck Joists to be bolted to each post with washers and nuts. 2-11 ud COMMONr`'u cn Us 1-+
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 m* n � .-�
2).Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framin members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. I ) P g g g to :;
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. >fl cn O
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl2"xl2`thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood FramingConstruction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>OA9.For X
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. g g S it
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEI I 8d AS PIER TA13LE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. f 4
2).Unless otherwise noted,all framing and structural wood material to be i#2 ah BTR. VUrFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: �, M
Douglas Fir. \
4).Dedc joists to have blocking at 8'0 o.c..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE p✓
SHEATHING LOCATION NOTES
3).Floors,walls,ceilings rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD G '
g P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL rM
otherwise. JOINT DESCRIPTION c� to41
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) FJ t_1 •�
4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C.
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLER'S U
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 C
6).Concrete piers shall be a minimum 6"above grade. rt tC
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: v
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7),All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES N O fia
openings between 4'1 and GO and 2x6 wall openings between 5'll and B'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. '�
and blocking where applicable. QTy_ SPACING r_4
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9
5).All flush beamslheaders to be with heavy du alvinized hangers and ) tyP g 8d COMMO be For wall sheathing within 4 feet of ifie corners,the 4 foot edge zone attachment requirements sham
) vY duty 8 g PANELS WFCM-SBC be used.
.anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMC 3"O.C.EDGE
A rn
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N_YS.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with W
Floors to have ceramic Ile installed shall be verified for proper load capacity unless rioted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings Shall be reduced to 6 inches o.c.
on,plans. WALLBOARD 10"O.0_FIELD t,"p
2 Vest tic m with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r ) Verify reP system g ty P PP (J
other access openings unless otherwise noted(typical). FLOOR SHEATHING: O
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
JOINT DESCRIPTION 1 PROVIDE S5/8'ON TYPF-XNG RS AN AN FIRE STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING ).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES i"OR LESS 8d COMM0 12"O C.FIELD SQ.FT.2ND.FLOOR) ,►�
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN
.44"SILL-AFF
under all bearing walls. ) P g PP safety NOTES" NYS Residential Code R302.11•FIREBLOCKING REQUIRED N
1).Mechanical subcontractor is responsible for adhearin to all applicable codes and safe Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. ../
10).Provide insulation baffles at save vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE RirTERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shag be provided in wood-frame construction In the following locations.
needed. 2).HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. t.In concealed) y SyS req ) spaces of stud wags and partitions.Including furred spaces,at the ceiling and floor
equipment supplier, levels.Concealed horizontal fumed spaces shall also be f reblodked at Interva'Is not exceeding 10
11).Unless otherwise noted,all roofs and wails to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based Din wall sheathing feet.Batts or blankets of minerat or glass fiber shall be allowed as obi«king in walk constructed CDX exterior sheathing grade plywood Plywood to cover over plates and headers SOIL COMPACTION: (J
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing using parefkl rows of studs or ffaggered studs.
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2)_At all interconnections between concealed vertical and horizontal spaces such as occur at soffns, CA
12).Unless otherwise noted use 3/4"thick T&G PTS Fir sor Advanteeh plywood subfloor TO VERIFY EXISTING SOII CONDITIONS PRIOR TO FILL drop ceilings and cave ceaings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRi CAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
members shall be doubled,or altemate connectors, 3).In concealed spaces between stair stringers at the sop and bot'tonr of the run.Enclosed spaces
over subfloor as per manufacture's instructions. 2).COMPACTION Of NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.T.Residential Code. ,�vT
1).A11 electrical to be installed as per N.Y.S.Residential Construction Lode. such as shear plates,shall be used f0 maintain load path_ DENSITY 1PER ASTMD 698 AND ASTM D 1557).COMPACT THE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT IV LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of mails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the firebiocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
3).All electrical work to comply with 2014 NEC, to be reduced tot-16d nail per foot:. INCLUDING SUBFLOOR,IS COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam approved'I gasket and cop r-tax termite shield or approved equal OR APPROVED EQUAL INSTAUWITH CAP
AND BASES.USE WrPt9 FLASHING CAPS TO ICOIVERTOPDRAWN:
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