HomeMy WebLinkAbout48332-Z ��SuffOL� � Town of Southold 8/17/2023
4 P.O.Box 1179
} 53095 Main Rd
yfjOl dap r; Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44469 Date: 8/17/2023
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 285 Oyster Ponds Ln, Orient
SCTM#: 473889 Sec/Block/Lot: 25.-1-7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/2/2022 pursuant to which Building Permit No. 48332 dated 9/26/2022
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:
"as built"additions and alterations, including dormer(attic storage)with bathroom,to existing single family dwelling
as applied for.
The certificate is issued to Gonzalez,Veronica
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 48332 7/21/2023
PLUMBERS CERTIFICATION DATED 6/14/2023 E �ubinjk&\eating I
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Aut riz d S'gn e
g11FF61 TOWN OF SOUTHOLD
�� o BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 48332 Date: 9/26/2022
Permission is hereby granted to:
Gonzalez, Veronica
PO BOX 174
Orient; NY 11957
To: legalize as-built additions and alterations to existing single-family dwelling as applied
for. Additional certification will be required.
At premises located at:
285 Oyster Ponds Ln, Orient
SCTM #473889
Sec/Block/Lot# 25.-1-7
Pursuant to application dated 8/8/2022 and approved by the Building Inspector.
To expire on 3/27/2024.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $688.00
CERTIFICATE OF OCCUPANCY $50.00
Total: $738.00
Building Inspector
SO!/ryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 �Q sean.deviinl-town.southold.nv.us
Southold,NY 11971-0959
�yCOUiVT`1,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Veronica Gonzalez
Address: 285 Oyster Ponds Ln city,Orient st: NY zip: 11957
Building Permit#: 48332 Section: 25 Block: 1 Lot: 7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: ProMaster Electric License No: 59226ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor X Pool
New X Renovation X 2nd Floor X Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 23 Ceiling Fixtures 4 Bath Exhaust Fan 2
Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 7 Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 33 CO2 Detectors
Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 6
Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors
Disconnect Switches 22 4'LED Exit Fixtures Sump Pump
Other Equipment: Fridge, Oven, DW, W/D, 200A Panel 40 Circuit/ 26 Used
Notes: " AS BUILT NO VISUAL DEFECTS " Two Story w/ Unfifnshed Basement
Inspector Signature: r Date: July 21, 2023
S. Devlin-Cert Electrical Compliance Form
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(63I)765-9502
. ..
P.O.Box 1179
Southold.NY 11971-0959
au�iy .
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
JUN 1 5 2023
C-E.R T.I F L-C A_T.I-O N
Date.
Building.PermitNo. i
Owner: e— om� \�
ZR
(Please.print)
_.._ -Slumber•..._..(���- �::...�.. 0,!?LYal�._ _- - - - .�C.,__�t._.�^�►-� � � _.(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
// (Plum 1gnature)
Sworn to before me this z l0 ' 1
day o#UV(Ak T 20d.
CONNIE D.BUNCH
l d' Notary Public,State of New York
No.01BU6185050
Qualified in Suffolk County
Commission Expires April 14,2
Notary Publ' _ _.,,,runty
UF SOUlyolo
# * TOWN OF SOUTHOLD BUILDING DEPT.
cou631-765-1802
INSPEC ION
[ ] FOUNDATION 1ST [ 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
REMA KS: it vlvv-- �qill✓
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DATEAO 11-1 14 Y?/ INSPECTOR 014
SOUTyO�
TOWN OF SOUTHOLD BUILDING DEPT.
co 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROU PL13G.
[ ] FOUNDATION 2ND [ ] SULATION/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:
I a
v�
DATE INSPECTOR
•�/ �o�aOF SOUTyo� --
/� # TOWN OF SOUTHOLD BUILDING DEPT.
couen a 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] RO H PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/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: IIIA
t_
l
DATE INSPECTO
J ti
Of 50UTyOlo 'Poll�J
! : * TOWN OF OUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ 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 INSPECTOR
SOplholo Li �s��SOUTHOLD
IL �TOW11 N BUILDING DEPT. G�
coum, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] 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: AS' I/ i t-� -Tw-d
6
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DATE Z INSPECTOR
1
JUN - 2 2023 -
Retrotec rCloud
Qualit�'A,S'su ar +ire .Report
Resnet 380 Single Point Blower Door Test
PASS Your Result: 1.69 ACH50 (370.91 CFM50*60/13160 fts)
Target < 3 ACH50
Test Information
Test Name 285 oyster ponds lane orient ny
Test Date 2023-03-0811:09 AM (UTC-5)
Export id SVFJDFWE
Company Name Star mechanical
Technician Name Rey Villegas
Technician Email reyhvac1989@gmall.com
Building Information
Address 285 Oyster Ponds Ln
City Orient
State NY
Zip/postal Code 11957
Country United States
Year Constructed 2022
Elevation 20 ft
Address Verified? Yes
Building Latitude,Longitude 41.141875,-72.303610
GPS validation Latitude/Longitude: 41.141909.-72.303680:Accurac.
31 ft
Estimated Distance From Address 17 ft
Test Equipment
Fan Model Retrotec 5000
Fan Serial Number 5fn10w455
Pressure Gauge Model Retrotec DM3210A
Gauge Serial Number 410076
Environmental Conditions
Pre-test Indoor Temperature 65 OF
Pre-test Outdoor Temperature 40 OF
Wind Speed 10 MPH
Average Barometric Pressure 90 kPa
Test Dimensions
Conditioned Floor Area 1316 ft2
Volume 13160 ft2
1
A r r Retrotec rCloud
Test Results Summary
Test Type esnet 80 Single Point Blower Door Test
Time Averaging 10 seco ds
Air Changes Per Hour 1.691
Induced House Pressure -59.5 a
Corrected Flow 337.19 CFM @ 50 Pa
Adjusted Flow. 370.91 CFM @ 50 Pa
Intercept 26.519
Slope 0.650
Test Results
Test Data Set 1
Flow Direction Depressurize
Gauge Location Inside
Test fan location Front door
Average baseline 8.67 Pa
Depressurize Results
Air changes at 50 Pa, n5o 1.5374/hr
Air leakage rate at 50 Pa, q5o 337.19 CFM
Effective leakage area at 4 Pa, EfLA 4 19 int
Specific effective leakage area (floor)at 4 Pa, ELAF4 0.0141 in2/ft2
Normalized leakage area at 4 Pa,NLA 4 0.0141
Baseline Pressure,Initial (Pa)
8.4 8.7 8.9 8.7 8.7 8.6 8.6 8.8 8.7 8.6
Average baseline,initial AP o1 8.67 BP o1- 0 AP o1+ 8.67
Baseline Duration 13 seconds
Building pressure(Pa) -50.92
Induced pressure(Pa) -59.59
Fan Pressure[5000-1321 (Pa) 184.4
Total flow qr(CFM) 391.28
Measured flow qm (CFM) 389.44
Total flow through envelope,genv(CFM) 370.88
Error 0.0`Yo
Correlation 1.0000 Confidence Limit 95%
Intercept,Cenv 26.024 26.024 26.024
Intercept,CL 26.519 26.519 26.519
-Slope,n 0.650 0.650 0.650
2
Retrotec rCloud
Compliance Verification
3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed
3.2.2.Attached garages. If blower door is installed between the house and the garage,in Confirmed
which case the garage shall be opened to outside by opening at least one exterior garage
door.
3.2.3. Crawls ace vents and hatches N/A
3.2.4.Attic doors and hatches Closed
3.2.5. Basement doors Closed
3.2.6. Interior doors.All doors between rooms inside the Conditioned Space Volume are Confirmed
opened.
3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed
3.2.8.Combustion appliance flue gas vents are left in their as-found position. Confirmed
3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed
building enclosure are turned off including,but not limited to,clothes dryers,attic fans,
kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house
mechanical ventilation system (example a system Intended to meet ASHRAE Standard
62.2),and crawlspace and attic ventilation fans.This requirement to turn fans off
Includes accessible fans in adjacent attached dwelling units.
3.2.10.1. Non-motorized dampers(example pressure-activated operable dampers and Confirmed
fixed dampers),that connect the Conditioned Space Volume to the exterior or to
Unconditioned Space Volumes shall be left in their as-found positions. (example,a fixed
damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes
the HVAC fan shall be left in its as-found position).
3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed
or to unconditioned spaces shall be placed in their closed positions and shall not be
further sealed.
3.2.11.1. Non-dampered ventilation openings of Intermittently operating local exhaust Confirmed
ventilation systems(example bath fan and kitchen range fan),that connect the
Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be
left open.
3.2.11.2:Non-dampered ventilation openings of intermittently operating whole-house Confirmed
ventilation systems,including HVAC fan-integrated outdoor air inlets,that connect the
Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not
be sealed.
3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed
ventilation systems,(example bathroom or kitchen exhaust), that connect the
Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be
sealed,preferably at the exterior of the enclosure.
3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed
ventilation systems that connect the Conditioned Space Volume to the exterior or to
Unconditioned Space Volume shall be sealed at the exterior of the enclosure where
conditions allow.
3.2.11.5.All other Non-dampered intentional openings between Conditioned Space Confirmed
Volume and the exterior or Unconditioned Space Volume shall be left open, (Informative
Note: For example undampered combustion air or make-up air openings shall be left in
their openposition).
3.2.12.Whole-building fan louvers and shutters shall be closed. In addition,if there is a Confirmed
seasonal cover present,it shall be installed.
3.2.13.The opening to the exterior of evaporative coolers shall be placed In its off Confirmed
position. In addition, if there is a seasonal cover present,it shall be installed.
3.2.14.Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed
3.2.15.Supply registers and return grilles are left in their as-found position and left Confirmed
uncovered.
3.2.16. Plumbing drains with empty -traps shall be sealed or filled with water. Confirmed
3.2.17.Vented combustion appliances shall remain off or In"pilot only"mode for the Confirmed
duration of the test.
3
,r Retrotec rCloud
3.5.1.Are the results of the test to be used for conducting a home energy rating or Yes
assessing compliance with a building enclosure leakage limit?(For example,defined by
code or by an energy efficient program.)
4
rer Retrotec rCloud
Test Notes
No notes entered.
Flow Equation Parameters - Factory Default
Fan Model Retrotec 5000
Fan Serial Number 5fn10w455
Flow equation parameters -131
Units Used For Flow Parameters in Equation CFM
Fan pressure(FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is
negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated
by subtracting the measured room pressure from the absolute value of the fan pressure.
If PrA Is greater than 0 or fan is self-referencing: FP=IPrBI-PrA
If PrA Is less than 0 or fan Is self-referencing: FP= PrB
Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI)
FP=fan pressure,RP=room pressure
Range N K K1 K2 K3 K4 MF
Open 0.4980 548.0000 0.0000 0.3000 .0.0000 1 10
A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20
B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40
flow=(FP-RPxK1)"x(K+ K3xFP)xK4
Range A B C D F G K2 MF
B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40
B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50
131 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60
B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35
B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50
B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50
flow= (AxFP3) + (BxFP2) + (CXFP) +D+( G-RP)xF)
5
Tiderunner Engineering & Design, P.C.
AL
7 Ridgewood St
Bay Shore,NY 11706 (631)-839-4824
May 4,2023
Building Inspector
Town of Southold
53095 Main Road
Southold,NY 11751
Re: Certification of Construction
Gonzalez Residence
285 Oyster Ponds Lane,Orient,NY
Dear Sir or Madam:
I visited the subject location on Tuesday,April 18,2023. I inspected the construction and
reviewed the construction documents. Based on this I can certify the exterior stoop
footings, dormer framing, strapping and insulation were installed as required by the 2020
NYS Residential Code and the approved plans.
If you have any questions,please feel free to call.
OF NEW y Sincerelr,7
scHwq,r
r W Louis Schwartz,P.E
SO
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A'��FESSIONa�
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Smoke +
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FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION (1ST) W =•
------------------------------------
FOUNDATION (2ND) 5,.DO
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ROUGH FRAMING& v
PLUMBING
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INSULATION PER N.Y.
STATE ENERGY CODE
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171 i U tCG
FINAL
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ADDITIONAL COMMENTS
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4 0�g foP TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y; Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
o Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtomm.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
2
PERMIT NO. J Building Inspector: AUG Q;,? 7i199
BUILDING DEPT.
Applications and forms must`be filled out in their'entiretf Incomplete
TOWN OF SOUTHOLD
8ppllcatlOns,Willnot;lie;accepted.,.Where,the.Applicant is,nottlteowner,an• .{
Owner's Authorization#orifi( ge 2sh
)` all:be`com
Papleted
Date:7.29.22
OWNER(Sj OF-PROP RTY
Name:Veronica Gonzalez scTM#1000-1000-25-1-7
Project Address:285 Oyster Ponds Lane Orient
Phone#:929-275-4498 Email:veronicagonzalez@me.com
Mailing Address:
CONTACT.PERSONs
Name:Joan Chambers
Mailing Address:PO Box 49 Southold NY
Phone#:631-294-4241 FTMilipppphambersl0@gmail.com
DESIGN PROFESSIONAL'INFORMATION.;
Name:Lou Schwartz
Mailing Address: 7 Ridgewood Street Bayshore NY
Phone#:631-410-6838 Emall4iderunnereng@gmail.com
cONTRACTOR I N FORMATION iF.
Name:George Simms
Mailing Address:
Phone#:516-768-0601 Email:NoFoCustomCarpentry@gmail.com
DESCRIPTION CONSTRU
OF,PROPOSED CTION
❑New Structure BAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑other dormer $
Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ENO
1
PROPERTY INFORMATION
Existing use of property:Single Family Res. Intended use of property:same
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes 8 No IF YES, PROVIDE A COPY.
@ Check Box After Reading: The owner/contracior/design professional is responsible for all drainage and storm Water ass uee as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the'Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on,premises and in buildingls)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):Joan Chambers @Authorized Agent ❑Owner
Signature of Applicant: Date: 7/30/22
rp CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
No.016U6185050
SS: Qualified in Suffolk County
COUNTY OF ) Commission Expires April 14,2�a
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
n l
day of _,20_Aj
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
7/30/22
Owner's Signa ure Date
Veronica Gonzalez
Print Owner's Name
2
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
o =� Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
f " rogerr(a-southoldtownny.gov - sea nd(cD-southoldtown ny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali information Required) Date:
Company Name: Po 0 T.2 -ev f ,,1 �� a ,
Electrician's Name:
License No.: ,y� ?2 Elec. email: F&V410,f e; 42
Elec. Phone No: �. �ld� ;FI request an email copy of Certificate of Compliance
Elec. Address.: ,g&
JOB SITE INFORMATION (All Information Required)
Name:
Address: 29 T-Ee P0,26
Cross Street:
Phone No.:
Bldg.Permit#: 6� email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: 0 YES ❑ NO -]Rough In Final
Do you need a Temp Certificate?: ❑ YES ❑ NO 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 Flu nderground❑Overhead
# Underground Laterals D 1 2 0 H Frame D Pole Work done on Service? 0 Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATIONcc
a a,4- 1
3p � �$53Z
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BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
t Town Hall Annex - 54375 Main Road - PO Box 1179
C' Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(a-southoldtownny.gov seand(csoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: ''' .� �Z. �7 ���"��rt.r C
Electrician's Name: . F ,.Z
License No.: ,�y �2 Elec. email:
re V, $; % % ,
Elec. Phone No: L�.� 3 � 1\I request an email copy of Certificate of Compliance
Elec. Address.: �� ,r�, � ,✓. ��;— !�
JOB SITE INFORMATION (All Information Required)
Name:
Address: -,� va,s
Cross Street:
Phone No.:
Bldg.Permit#: email:
a
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ® YES ❑ NO ❑ Rough In ®'Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Size[-11 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service[-]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 Ej H Frame Pole Work done on Service? Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION (,e 74 23 aZA
r� e 104W
t,
PERMIT P Address:
Switches
� t
oucle"ts
GFI's
Surface II1'1
Sconces
H H's
UC Lts
Fans Fridge f HW
Exhaust Oven �� `f W/D ,Q, —
Smokes DWI Mini
Carbon Micro Generator
Combo Cooktop Transfer
AC AH � Hood Service
Amps Have Usec
special:
l/ U
:omments
5UR\/r=Y OF PROPERTY
541VATE: ORIENT, N '
TOWN: 5OUTHOLD
SUFFOLK G4�s N1'
SURVEYM 05-?.5-2005
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FOUNDATION LOCATION 06-26- 14
SUFFOLK COUNTY TAX # .
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6 BAST MAIN STREET N.Y.S.LIC.NO.50202
GRAPHIC SCALE I H= 20' , Rite MBEAD,N.Y.11901
369-M Fax 369-8287 RBF.1 105106-196.gru
Generated by REScheck-Web Software
Compliance Certificate
Project Gonzalez Residence
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
25 Oyster Pond Rd
Orient, NY 11957
o AA o
Emu
. ® - 0 7
Compliance: 2.3%Better Than Code Maximum UA: 260 Your UA: 254 Maximum SHGC: 0.40 Your SHGC: 0.31
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
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.
Envelope Assemblies
Prop.Gross Area
Assembly or cavity Cont.
Perimeter
Ceiling 1: Flat Ceiling or Scissor Truss 1,016 28.0 2.5 0.034 0.026 35 26
Ceiling 2: Flat Ceiling or Scissor Truss 360 28.0 2.5 0.034 0.026 12 9
Wall 1:Wood Frame, 16"o.c. 952 15.0 1.5 0.068 0.060 47 42
Door 3: Solid Door(under 50%glazing) 20 0.170 0.320 3 6
Door 4:Solid Door(under 50%glazing) 20 0.170 0.320 3 6
Door 1: Glass Door(over 50%glazing) 34 0.280 0.320 10 11
SHGC: 0.32
Door 2: Glass Door(over 50%glazing) 20 0.280 0.320 6 6
SHGC: 0.32
LR Window 1:Vinyl Frame 16 0.280 0.320 5 5
SHGC: 0.31
LR Window 2:Vinyl Frame 16 0.280 0.320 5 5
SHGC: 0.31
LR Window 3:Vinyl Frame 16 0.280 0.320 5 5
SHGC: 0.31
LR Window 4:Vinyl Frame lg 0.280 0.320 5 6
SHGC: 0.30
BRl Window 1:Vinyl Frame 18 0.280 0.320 5 6
SHGC: 0.30
BRl Window 2:Vinyl Frame 17 0.300 0.320 5 5
SHGC: 0.32
BR2 Window 1:Vinyl Frame 18 0.280 0.320 5 6
SHGC: 0.30
Project Title: Gonzalez Residence Report date: 07/29/22
Data filename: Pagel of 2
6
Prop.Gross Area
Cavity Cont. Req. Prop.
Perimeter
BR2 Window 2:Vinyl Frame 18 0.280 0.320 5 6
SHGC: 0.30
Bath Win 1:Vinyl Frame 7 0.300 0.320 2 2
SHGC: 0.32
Kitchen Window 1:Vinyl Frame 10 0.280 0.320 3 3
SHGC:0.30
Kitchen Window 2:Vinyl Frame 10 0.280 0.320 3 3
SHGC: 0.30
Wall 2:Wood Frame, 16" o.c. 616 15.0 1.5 0.068 0.060 39 34
Attic window 1:Vinyl Frame 16 0.280 0.320 5 5
SHGC: 0.32
Attic window 2:Vinyl Frame 7 0.280 0.320 2 2
SHGC: 0.32
Attic window 3:Vinyl Frame 7 0.280 0.320 2 2
SHGC: 0.32
Attic window 4:Vinyl Frame 7 0.280 0.320 2 2
SHGC: 0.32
Bath 2 Window 1:Vinyl Frame 5 0.280 0.320 1 2
SHGC: 0.32
Bath 2 Window 2:Vinyl Frame 5 0.280 0.320 1 2
SHGC: 0.32
Floor:All-Wood Joist/Truss 1,016 28.0 2.0 0.032 0.047 33 48
LR Window 1 Copy:Vinyl Frame 16 0.280 0.320 5 5
SHGC: 0.32
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 buildina has en designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory r uir m is listed' the REScheck Inspection Checklist.
Louis Schwartz . 7/29/22
Name-Title Signat Date
V NEwr
SCHWq����
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n
77006
��FESSIO�a
Project Title: Gonzalez Residence Report date: 07/29/22
Data filename: Page 2 of 2
GONZALEZ RESIDENCE
28'-0"
285 OYSTER PONDS LANE
SEP 21 2022 ORIENT NY
BUILDING Dr,, "• EXISTING: SINGLE FAMILY RESIDENCE
' ONVN OF SOUTTIOLD
SCTM# 1000- 25- 1 -7
NEW NEW NEW
ZONE R-40
40x60 DH 25x39 DH 40x63 CASEMENT
(2) 2X8 HEADER TYP.
2
- PROPOSED:
APPROVED AS NOTED ADD DORMER @ OPEN ATTIC SPACE. ADD BATH.
-2" 31 WC 11'-42„ p o NEW AT ATTIC. ADD NEW WINDOWS IN ALL ROOMS.
°�' B.P." �- RENOVATE KITCHEN & ADD NEW CABINETS AND
NEW OWER 6 SPO z STOOP DATE: L �� +
�'' :_..._ �i APPLICANCES. RENOVATE FIRST FLOOR BATH.
BEDROOM # 1 BA OOM # 1 BEDROOM
NOTIFY Bl_IILGi; ; ?1,,^ENT AT ADD NEW DOORS AND STOOPS AS SHOWN ON
765-1802 EPA4 ': ' " ;,; FOR THE PLANS. REMOVE CEILING JOISTS AT LIVING RM.
FOLLOWING ;I ;
r L� i. FOUNDArIor - Tw;; ;,":cu1 3ED0 co AND DINING ROOM TO CREATE CATH. CEIL. ADD
LU 0 hLosET FOR POU!?F ` C,,r�;,;,..;r_ NEW STAIRCASE TO ATTIC.
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LINEN
ALL CONSTRUCTIGh SMALL MEET TFIE GENERAL NOTES
1
REQUIREMENTS OF THE CODES OF NEW
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DESIGN OR CONSTRUCTION ERRORS. State, County and Town Department Regulations, Utility Company requirements and
I�2 EXISTING STAIRCASE
best trade practises.
CLOSET COMPLY WITH ALL CODES 2. Before commencing work the Contractor shall file all documents required by the
NEW,ST IR SE Building Department, pay all fees required by local agencies and obtain all required
NEW YORK STATE & TOWN C EOrmits.
Q LIP O TTI E ISTI JG O UP TO 1sT FL OR AS REQUIRED .AND CONDITIONSOF The Contractor shall visit the site and verify all dimensions and the existing
F � ST IRS TO
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LL
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M IN THIS AREA
REF. — - J: , I^E Ove
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CRAWLSPACE EXISTING PATIO SLAB 6. The drawings are not to be scaled under any circumstances.
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op EXISTING 2X8 @ 16" OC ROOF RAFTEE2S �� "" J NO CHANGES NO CHANGES NO CHANGES including storage and toilet facilities,protection of existing work to remain,access to
J Q III o; I STOVE P
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CCUP .INCY OR
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temporarily disconnected while performingthe work as required.
I- 111 III �I� 0 WITHO T CERTIFICATE 9, pThe Contractor shall provide all dimensions and cut-outs for other trades.
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I �'
III 8'-0" FLAT CEILING w prior t0 removal Of existing structure.
III NEWAPPL CABINETS @ OF OCC��AI� 11. Plumbing, electrical,
NEW C BIN HVAC and similar work shall be performed by licensed
APPLpersons who shall arrange for and obtain all required inspections. The General
15'-9" 1 V-42" I 7'-4" Contractor shall be responsible for scheduling all other inspections as required.
12. The Contractor is solely responsible for construction safety and shall hold the
(2) 2X10 HEADER 62E 80 i NEW RETAIN 5T RM WATER RUNOFF owner and architect harmless from litigation arising out of the Contractor's failure to
NEW 57x51 AN I TO CHAPTER 236 provide construction safety means and methods.
(3) 39X61
OF THE TOWN COD
NEW STOOP CONSTRUCTION NOTES
1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade.
2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted.
FOUNDATION P LAN 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.
FIRST FLOOR PLA
copper termite sheild.
4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
with the New York State Building Code and manufacturers specifications.
5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed
35'-72" 12'-42" PLUMBER CERTIFICATION upon by an engineer and certificates shall be issued stating same.
6. Unless otherwise noted all framing and structural wood components shall be
ON LEAD CONTENT BEFORE #2 or better Douglas Fir.
CERTIFICATE OF OCCUPANC 7. All framing techniques and methods shall be as prescriptive design based on
SOLDER USED IN WATER AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM;
SUPPLY SYSTEM CANNC J 8 as specified in enveloR301.pe
components
8. All building envelope components shall comply with Chapter 6 of the Energy
EXCEED 2/10 OF 1/o LEAC. Conservation Code of the State of New York.
36-1/2"x64-1/2" � ,
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — – —
�k— — — 9. Fireblocking shall be provided in all wood framed construction in accordance
with NYS Code R 602.8 to form an effective fire barrier between stories and
between the top story and roof space.
i; NEW
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II
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EXIST. ATTIC I ALL PLUMB!`G 1,11AStE
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PO BOX 49
JOAN CHAMBERS SOUTHOLD NY 11971
631-294-4241
GONZALEZ RESIDENCE
2 8'-0"
285 OYSTER PONDS LANE
ORIENT NY
EXISTING: SINGLE FAMILY RE L.`1�CE
SCTM# 1000- 25- 1 -7
_ _NEW ZONE R-40
NEW 25x39 DH 40x63NC CASEMENT 40x60 DH
(2) 2X8 HEADER TYP. -
PROPOSED:
ADD DORMER @ OPEN ATTIC SPACE. ADD BATH.
9'-2" 31 WC 1 V-42„ o ° o NEw
AT ATTIC. ADD NEW WINDOWS IN ALL ROOMS.
NEW OWER ,° Z STOOP RENOVATE KITCHEN & ADD NEW CABINETS AND
BEDROOM # 1 BA OOM # 1 BEDROOM #2 2 APPLICANCES. RENOVATE FIRST FLOOR BATH.
ADD NEW DOORS AND STOOPS AS SHOWN ON
PLANS. REMOVE CEILING JOISTS AT LIVING RM.
7 AND NEW DINING ROOM SE OTOTCREATE CATH. CEIL. ADD
Z o
CLOSET INSTALL NEW GAS FIRED FURNACE & A
� EXISTIPJG C INSTALL
CELLAR DOOR �
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NEW DUCTING
LT2
,. All w GENERAL - NOTES
C� ork shall conform to the requirements of the 2020 Building Code of N.Y.
��2 State, County and Town Department Regulations, Utility Company requirements and
EXISTING STAIRCASE
best trade practises.
CLOSET --
2. Before commencing work the Contractor shall file all documents required by the
NEW ST IR SE UP TO 1ST FL OR Building Department, pay all fees required by local agencies and obtain all required
permits.
Q UP O TTI E:ISTI G
3. The Contractor shall visit the site and verify all dimensions and the existing
STAIRS To conditions affecting the work prior to construction. Any discrepancies which would
�j EXISTING +�5CELLAR
N STOOP = DROPPED CEIL @ NEW CABINETS
interfere with the satisfactory completetion of the work described herein shall be
M — IN THIS AREA
reported to the architect or
p property owner. Do not start work until such conditions
LU have been examined and a course of action mutually agreed upon. Failure to notify
0 III the owner or architect of unsatisfactory conditions will be construed as an acceptance
�o I of the conditions to properly perform the required work.
III a o I DW
4. All work is to conform to the drawings and specifications of the architect and
�Q engineer consultants.
III 5. The Contractor is to maintain a complete and up to date set of plans on the
LL1III �Q III W x EXISTING job site at all times
III 00 w= �° Y° d Z�
EXISTING CELLAR CRAWLSPACE EXISTING PATIO SLAB 6. The drawings are not to be scaled under any circumstances.
Lij LU7. It shall be the Contractor's responsibility to ascertain all prevailing procedures
op EXISTING 2X8 @ 16" OC ROOF RA.FTEEtS Q (I �p J STOVE u
NO CHANGES NO CHANGES NO CHANGES including storage and toilet facilities,protection of existing work to remain,access to
LU �wIII `° IIIo OO � � o
o LIVING ROOM o DINING ROOM III SCREENED PORCH �o work area, hours of permitted work,availability of water and electric power and all
other conditions and restrictions for this particular location in order to execute the
Z a X CATHEDRAL CEILING x> III CATHEDRAL CEILING �v (I (EXISTING - NO CHANGES) work in a careful and orderly manner with the least possible disturbance to the public.
8. The Contractor shall make the neccesary arrangements to utilities and services
N o2 III III temporarily disconnected while performing the work as required.
oN I z 9. The Contractor shall provide all dimensions and cut-outs for other trades.
III II KITCHEN N 10. The Contractor shall provide proper shoring and bracing for all remaining structure
CEI
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III I NEW FLAT CABINETS
@ W prior Plumbing,removal
electncaltinHVAC structure.
and similar work shall be performed b licensed
NEW CABINETS @
APPLIANCESP Y
I persons who shall arrange for and obtain all required inspections.The General
2 1 Contractor shall be responsible for scheduling all other inspections as required.
15'-9" 1 1'-41" 7'-4"
12. The Contractor is solely responsible for construction safety and shall hold the
owner and architect harmless from litigation arising out of the Contractor's failure to
(2) 2X10 HEADER NEW I NEW -
62"X80
NEW 57x51
provide construction safety means and methods.
(3) 39X61
7
NEW STOOP CONSTRUCTION NOTES
1. All footings ;shall rest on undisturbed soil at a minimum of 36" below fin. grade.
2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted.
FOUNDATION PLAN 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.
FIRST FLOOR PLAN t
copper termite sheild.
4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
with the New York State Building Code and manufacturers specifications.
2 2 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed
35'-7-" 12'-4�" upon by an engineer and certificates shall be issued stating same.
6. Unless otherwise noted all framing and structural wood components shall be
#2 or better Douglas Fir.
7. All framing techniques and methods shall be as prescriptive design based on
AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)
or as specified in R301.2.1.1
8. All building envelope components shall comply with Chapter 6 of the Energy
— — — — —— — — — — — 36_1/2"x64-1/2"— —
Conservation Code of the State of New York.
9. Fireblocking shall be provided in all wood framed construction in accordance
NEW I with NYS Code R 602.8 to form an effective fire barrier between stories and
between the top) story and roof space.
10. Protective panels shall be provided for glazed openings in accordance with
Il I1 I
NYS code R301.2.1.2 if they are required.
EXIST. ATTIC
II I
STORAGE 11. All portions of the new structure are designed to comply with local
g p y geographic
and climatic criteria as stated in the following table.
LII I NEW DORMER @ATTIC Z a GEOGRAPHIC & CLIMATE DESIGN CRITERIA
L i 0
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1 { EXIST. 2X8 @ 16" OC ROOF RAFTERS NEW 2X8 @ 16" OC ROOF RAFTERS
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TiN OF NE WIND SPEED 130 MPH
SCH SEISMIC DESIGN CATATGORY g
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F7 _17
SECTION N # 2 permitsRT draftingexpediting 1 0 F 2
TYP. DETAIL OF NEW STOOPS
1 /2" = 1'-0t1 PO BOX 49
JOAN CHAMBERS SOUTHHOLD NY 11971
631-294-4241
GONZALEZ RESIDENCE
285 OYSTER PONDS LANE
ORIENT NY
EXIST.
CHIMNEY
NEW DORMER BEYOND
NAILING/FASTENER SCHEDULE
............. ............ RIDGE STRAP: SIMPSON LSTA30
SHALL BE INSTALLED 70 CONNECT
EACH PAIR OF OPPOSING RAFTERS
PER 3.2.5 OF WFCM 2001
-ASPHALT/FIBERGLASS SHINGLES @ EXISTING ROOF- 8D COMMON @ i OC @ 4'-0- PERIMETER ZONE
.............. 8D COMMON @ 1 2.. OC @ PANEL FIELD
8D COMMON @ GABLE ENDWALL RAKE
REFER TO TABLE 3.8 WFCM - SBC
EXIST. EXTERIOR WALL& ROOF PROVIDE (3) 3/8" THRU BOLTS
EACH END OF COLLAR TIES TYP.
EXISTING COMI SIDIl`1G 112" CDX PLYWD. SHEATHING
SIMPSON H7Z HURRICANE TIES 6D COMMON @ 3" OC EDGE
CONNECTING RAFTERS TO 6D COMMON @ 6" OC FIELD
........................ ...................... .................
.............. ........... EXIST. EXTERIOR WALL& ROOF 1010 TOP PLATES I EACH RAFTER
EXISTING COMPOSITE SIDING
..................... ............ ........................................ ............ ........... ................. ................................... ............................. ..........
u
00
PROVIDE SIMPSON LPT4 OR
TO DOUBLE PLATE TYP. -------
EQUIVALENT TO TIE RIM BOARD
...............................
L
EXISTING
FILL .......
.......... ENTRY .............................. Lili
I\E /V
...................................... CH MIN < I NG SCREENEE P( RCH
... ................ ............ ... ....... EX�ST-EY .............. �A .................. ...................... OPEN PROVIDE SIMPSON I Or
UE DOOR Jl— DOORWAY UIVILANT TO TIE WALL STUDS
10 CHANGE3 OF BOTH FLOOR TO PLATE &
............... ............ .......... BAND JOIST @ 16" OC TYP.
NEW NEW
40x63 40X68 _1E -1 1 F 111EI PROVIDE SIMPSON H6 OR
-------------------------------------------- EQUIVALENT TO TIE WALL STUDS
TO PLATE & BAND JOIST @ 16"
OC TYP.
....................... ......... ......................................... .......... ................................ .................... ............
.................. ............ ................. PLYWD. FLOOR SHEATHING
8D COMMON @ 6" OC EDrE
EXISTING COMPOSITE SIDING vL1.�-4rEXISTING S INGLE SIDING BID COMMON @ 12" OC FIELD
Li
T. STOOP �j Li
T, Y 7: LSTA 18 UPLIFT STRAP
............. ...... ...... -------.....................................
T07P
EXIST. STOOP7. ................I NEWS
PROVIDE APPROPRIATE METAL CONNECTION WALL TO FOUNDATION
PLATE WASHER, NUT &ANCHOR W/ 4-8d COMMON NAILS @ EACH END.
BOLT TO TIE SILL PI ATE TO
MASONRY FOUNDATION TYP @
I OC FOR 1 STORY, T-10" FOR
2 STORIES. 12" FROM CORNERS &
OPENINGS AND BOLTS TO BE MIN.
WEST ELEVATION FRONT ) SOUTH ELEVATION ( SIDE ) 12" DEEP.
fOO12.2.moTer-TIoN cr omcNm]EXTERJOR 0-i IN 1301.0IM;`5 UZATIM IN
k`IMDl MMIS FZ-610INS SHALL M MWTECTM MOM MV13ORM VMM5.
e& OMNINS PM07WTION roR AINMOFOe MME,5FIALL MM7"l
fMMIR04"M Or IIII-E LARM M15511LE Ti OF ASTM E 1"15 AND AS7M r;1666 AS
MMIll IN 5fr-TICN !"1.2123,SARAl rIIIaM ISLi OPMINS rromr_*noN FOR
XMI301I VEBR15 SRAl MEET THE REGUIRMill OF AN IMPACT-ItESIST11I
STANDARD OR ANSIMASMA 115.65M TA91I BELON)
EXcamcwt
MOOD STRMTVI PANELS KIT14 A THOOE55 OF NOT WI n4AN% Imi AND A
SPAN OF NOr MORE 11-i FEET SHALL BE! FM41ITTED FOR OPEXINS rRojWTjI
FANI SHALL BE FRECV7 Al ATTACHM TO THE fRAMMS SURRI55,THE
OPENINS C4NTAINIKS THIM FiRMUCT Hill Ti OLl OFMINS.FAMU.5 SFIALL BE
FREDRiLLED A5 REI FOR THE AW-HORAm MEniim ANn SHALL Em smil
Hill TW ArrAZR-1 NARMARE FRWDPD.ATTACMAENTS SKI WE EMS16HED TO
EXIST. FIMS7 THE C47WOWr AND CLAI Li VerEWINM IN ACZdORDANI AT14
CHIMNEY 19"11 TA"R50112(i OR ASI-1,P41114 TW PMWANEW CtMWSM-RIMISTANT
NEW DORMER BEYOND ArTAeA#-MW RAROKAM P",6%MMC)AilliC Af�PffM4QCW1_Y MrAti ONTI-Iff
—ASPHALT/FIBERGLASS SHINGLES @ NEW ROOF BUILDINS.ATTAC+"Mr IN ACCORPAWX KITH TABLE RiSCM.2.1-2 IS PMMI FOR
.................................................
PESI is ISO t4-H OR LEM.
............ .
............................ SCHEDULE FOR NOOD STRJ67MAL PANELS
NEW
36x64 r-Alk 5FACANS
NEW
FASTENER TYPE 4 FOOT 6 FOOT
L-1 i= SPAN -C PANEL SPAN < PANEL EPAN
ASPHALT/FIBERGLASS SHINGLES EXISTING ROOF ................... .......... .............................. .......... ...................... .................... ......................................
-4 FOOT 16 FOOT 1 b fooT
.......................... ........... ....................... ..... ........... NO. 8) HOI SGRZK
NEW DORMER VAII ANG�HM KTH 2 16 10
—--------- NT LEN"
No. 0 POW 5�1
........ .......... ................ .... .... ......................................................... ................................................................................. ................. ............................................. ............. Bil ANC44M NTH 2
11*-H EM5WMENT LiNsTH 12
7777T
............. .................... ............... ........ ........... ..............
y
NEW
NEW BASW ANC44OR WTH 2 16
40x63 3'-0'1 NEW NEW 16 16
x x
DOOR
T
....... . ............................ ...................... .......... ................... Tt
OPEN T;jG COMPOSITE SIDING—— TH15 TA5LZ 15 5ASW ON 150 Mi LLTIMA
EXI::TI IG SCREENE ORCH EX1,1 rII\ SCREENE D I r,)RCH
DOORWAY
NO CHANGE DE516N WND 5MM12 AND A 55 POOT MtAN Ri
�O CHANGE'
........ . . . .................. ............ ......-.......................... ........ .............................. ....................... ...................
rASTeNtRs SHALL ea INSTAU"AT OPP05INs
................. LL ........---------...............
...............
Elill OP THE Jill STRZIURAL FAII
EXISTING COMPOSITE SIDING
PASTMERS SHALL BE LMATED NOT LEM VAN
T Ma+4 I THE Mi Olm 7111 PAREL.
AmaIlill 5HAiLL rimmTni THRougH Time
-7 EXIST. CELLAR ............................................................................ ................................................ ................ ...................................................................................................................................................... ...................................................... EXTERIOR KALL WN&RINIS WrTH AN EMBMMENT
-77 !i ;I ! j: jjj;
!�+++LP !� I U.11. -
DOOR h J I P.H EXIST. AR DOOR
LENSTH Cr NOT LESS 114AX 2 INC+4ES INTO THE
�EXISTING SHINGLE S!DING
1.1LIJ h: LI I i .................. . .. ..... --- — — — — — — — — — — - —
T 'i ........... ... ........ ........................................... ............................................. ............................................................... ................
sumNs rp-mil rAsTENEPs SHALL im =ATm
EX
NEW STOOP 7N 7 S T 77GO P
NOT Lt55 T44AN 2 Y2 Wl MOM Ti EIDSE OF T�t
W40fIZETE ELCr.#K CR GONCI
I PANELS ATTA4,HW TO MASil OR
MAWI`lWr.-?TJC,I SHALL EM ATTAI U51NS
VIVRATION-REM15TANT ANICHOR5 RA%\#1N*AN
ULTIMATE KITHORA44i CoAPAroITY Cf NOT LESS
THAN. IN"POUNi
EAST ELEVATION ( REAR ) NORTH ELEVATION ( SIDE ) PLUMBING RISER DIAGRAM
rjF NE
SCH
'=TN�TTII
.T= H#2
NEW DORMER -N-R-00F
TECO NEW & EXISTING 2X8 RAFTERS TO EXIST. 2X 12 RIDGE 77006
ADD STRAPPING TO CODE ss
ADD R-22 BATT INSUL. TO RAFTERS
ADD NEW 2X4 @ 16" OC EXT. DORMER WALL CO KITCHEN
ADD R-15 BATT INSUL. 0 TH#1
(RENO) (RENO)
112" GYP. ED. @ INTERIOR
NEW KNEEWALL
2X4 @ 161, cc ADD NEW FIN. FLOORING I EXISTING SUBFLOOR.
FIN Wl 112" GYP. BID. EXISTING 2X8 FLOOR JOISTS - NO CHANGES
EXISTING EXIST. EXIST. EXISTING
BEDROOM # 1 CLOSET BATHRM #1 BEDROOM #2
—U-N—T—Wi
NATt��S=D P-11-
TS,
EXISTII EXTERIOR WALL
ADD R-15 BATT INSUL.
EXISTING INTERIOR PARTITION
FIN. W/ NEW 112" GYP. BID
EACH SIDE
EXISTING FLOOR FRAMING.
REPLACE FIN. FLOORING
EXTERIOR ELEVATIONS
EXISTING CELLAR - NO CHANGES
EXISTING FLOOR FRAMING - NO CHANGES
7,
oress
102
m
START
2 OF 2
permits I drafting I expediting
1 71,77777
I-S
&
H '50R ?
EX
�IST AR GDOOR
BA
N1 1"""o'
.A1E__TF
AT
PO BOX 49
JOAN CHAMBERS SOUTHOLD NY 11971
631-294-4241
SECTION # 1