HomeMy WebLinkAbout44860-Z 1K40, Town of Southold 9/29/2021
P.O.Box 1179
* �. 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No:':: 42374 Date: 9/29/2021
THIS CERTIFIES that the building ACCESSORY GARAGE
4 Location of Property: 11120 Route 25,East Marion
SCTM#: 473889 Sec/Block/Lot: 31.-13-7.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/14/2020 pursuant to which Building Permit No. 44860 dated 6/11/2020
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:
accessojy garage with unfinished loft storage as for.
The certificate is issued to Papson Vicky Revoc Trust
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44860 6/23/2021
PLUMBERS CERTIFICATION DATED N n n
Au o ize 9
nature
T' TOWN OF SOUTHOLD
�o�gUEFDlkco
ay BUILDING DEPARTMENT
' TOWN CLERK'S OFFICE
Wo • r SOUTHOLD, NY
a� 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#: 44860 Date: 6/11/2020
Permission is hereby granted to:
Papson Vicky Revoc Trust
63 Revonah Cir
Stamford, CT 06905
To: demolish an existing accessory garage and construct a new accessory garage as
applied for.
At premises located at:
11120 Route 25, East Marion
SCTM # 473889
Sec/Block/Lot# 31.-13-7.2
Pursuant to application dated 3/17/2020 and approved by the Building Inspector.
To expire on 12/11/2021.
Fees:
OLITION $284.80
ACCE $445.60
-A CESSORY B ILD G $50.00
T to . $780.40
i ding 1` spector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Cbmraercial:building;,iiidustna7 building,:multiple residences and-similar--buildings and installations, a certificate
of-Code Gomplianc6"froinwarch'itect or engineer responsible for the building,
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly;conlpleted application and consettt�to'.iztsp'ect-si'gned by th6"applicant.If a Certificate of Occupancy is
denied,the-Building Ini&dt6r;'shall state thea'ea's6nsAh6iefor'in writing>to the applicant:
C. Fees
1. Cercificace of Occupancy-New dwelling�$SO.r' •` 'dditions,to dwelling$50.00,Alterations to dwelling$50:00,
5wimaiing,pool$50.0,0'„�ooessazy Utiil` gdin $50"00'4 ,Adttifions`to;accessory building$50.00,Businesses$50:00.
2. .Certificate.of Occupancy on-Pre=dxisting;Btiilding- $100.00
3. Copy of Certificate of Occupancy-$.25 '
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
6
Date. � �c”
New Construction: Old or Pre-existing Building: (check one)
Location of Property:, Q�,
House No. Street mlet
— Owner or Owners of Property: _ V c—D
Suffolk County Tax Map No 1000, Section -�-Block-
Lot-
Subdivision
lockLot-Subdivision (� Filed Map.- Lot:
Permit No., -1 Date of Permit. Applicant:
Health Dept. Approval:, _ _ _ Underwriters Approval:--
Planning
pproval:_Planning Board Approval•,
Request for: Temporary Certificate T,Final Certificate:. (check one)
Fee Submitted: $ so
Applicant Signature
®�®F SOUp�®�
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ® Q roper.riche rt(-)town.south old.ny.us
Southold,NY 11971-0959
®l�C®UNTy,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Vicky Papson Revocable Trust
Address: 11120 Route 25 City: East Marion St: New York Zip: 11939
Building Permit# 44860 Section: 31 Block: 13 Lot. 7.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: REP Electric License No: 46288-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph 200a Heat Duplec Recpt 13 Ceiling Fixtures 9 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 6 Smoke Detectors
Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 200a Switches 6 Twist Lock Exit Fixtures TVSS
Other Equipment: New accessory garage, with 200a overhead service
Notes:
Inspector Signature: Date: June 23 2021
81-Cert Electrical Compliance Form.xls
H glob __
OE SOUjy��
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
r
[ 'flu FOUNDATION 1ST GAYI�ej 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
REMARKS:
,
DATE ,-w INSPECTOR
o�aq SOGIyo
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycou765-1802
/FOUNDATION
1NSPECTION
[ 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
REMARKS: C
L—, r,--A
J�
DAT Z INSPECTOR
*pF SOUlyolo
# TOWN OF.SOUTHOLD BUILDING DEPT.
`ycourm 0 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[_ ]" FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[
] 'FIREPLACE &-CHIMNEY [- ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH)- ]_ ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE INSPECTOR ol
�F SOUIyOIo
* TOWN OF SOUTHOLD BUILDING DEPT.
coum, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ -] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL 4CC. o Mol QO
[ ] -FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ]
-ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
� 7fft&m"A _ IA's lv to , •V Vttf
-
ov\/K I - 0
�✓
DATE S _wyf INSPECTOR
r -
FIELD INSPECTION REPORT DATE COMMENTS
O o' dV tro17
FOUNDATION(1ST)
wit, ?*6C
FOUNDATION (2ND) , m
z'
o
c
ROUGH FRAMING& �
PLUMBING y
INSULATION PER N.Y. H
STATE ENERGY CODE
mA
01\1 ft9n rA S
FINAL
ADDITIONAL COMMENTS
- I- 76Co+ 7Ep r o3
o
-/ -tri i5a•
•aL C � � -
0
z
x
x
e
ro
y
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Bard of Health
SOUTHOLD,NY 11971 Xets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 st+ _pkry-��vey
Southoldtownny.gov PERMIT NO. Check
Septic Form ;
N.Y S.D•E.0
Trustees
Application
Flood Permit
Examined ,,20_ Single&Separate
(yC ass Identification Form
(_�ffirm-Water Assessment Form
Contact:
'Approved ,20
Name. a1Ltt , ���
Disapproved a/c o
Phone: '� 5Z?
-C \�
Expiration- 20 .
Building Inspector-
APPLICATION
nspectorAPPLICATION FOR BUILDING PERMIT
Date
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work. a
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized,has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICA*T10N IS HBREY.'M�1bE totheBulldingpepartmentfor the issuance:ofaB
auilding'Permit pursuant to the
Building'�one Ordinance of the Town.of Southold,`Suffolk County;�Ne York,'and other applittab]e Law's,Ordinances or
glatiogs,fo1•,the,postruction of buildings,additions,or alterations o'for removal or demolition as herein described.The
�Prlp,iulcant agrees`to comply with all applicable laws,ordinances,building,' de
_ ,housing code,and regulations,and to admit
uthonzedU_tspog or on gremises and in building for necessary ins
I _ i
MAY t 4 2020 (Signature of applicant or name,if a corporation
fling ad ess o app'c
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises, 0 G. _ C. i�aS_gan ;
As on the tax rolfor latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. -
Plumbers License No. _
Electricians License No;
Other Trade's License No,
1. Location of land on w i proposed,Qrkrw1 ill be do �y�,`��
0.n
Hou e Number Street t Hamlet
County Tax Map No. 1000 Section \_ Block Cr� _ Lot r�
I
;y
Subdivision Filed Map No. Lot
t
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy�I>7G T I e vc
b. Intended use and occupancy JGL qW,
3. Nature of work(check which applicable):New Building Addition Ajteration
Repair Removal Demolition Other WorkC lr�il
_ (Descri tion)
S
4. Estimated COS _ Fee
`4' 1 (To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars 2 +
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front Rear =j;r, S_ Depth
Height. Number of Stories, _
Dimensions of same structure with alterations or additions: Front_ 'Rear
Depth_ ___ ___ _ Height Number of Stories
8. Dimensions of entire new construction:Front Rear Depth
Height 'Number of Stories._ _
9. Size of lot.Front hear Depth
10.Date of Purchase___ 7 —Name of Former Owner
L11.Zone or use district in which premises are situated.
12:Does proposed construction violate any zoning law,ordinance or regulation?YES_NO
13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES NO_
14.Names of Owner of pfemises _ Ad"dress Phone No.
Name of Architect . Address Phone No
Name of Contractor _Address Phone No.. _
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO
*IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?*YES NO
*IF YES,PROVIDE A COPY.
c
STATE OF NEW YORK)
SS:
COUNTY OF� d
VI&V PaoSOG being duly sworn,deposes and says that(s)he is the applicant
(Name 6f individ`ualLigniing contract)above named,
(S)He is the Vy t I L
(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 knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Swom tQbefore me this=.
— day of 202-0
i
otary Public TRACEY L. DWYER Signature of Applicant ,
NOTARY PUBLIC,STATE OF NEW v0014
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 3i9 20�_R2
Scott A. Russell
STORMWA
SUPERVISOR �; �:; MANAGEMENT
N
SOUTHOLD TOWN HALL-P.O.Box 1179 r `
53095 Main Road-SOUTHOLD,NEW YORK 11971 ' Town of Southold
cuAPTER 236 - ST0,RMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES" THIS PROJECT INVOLVE .ANY _o_ B'- THE ]FOLLOWING_:
,Yes No (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑�] B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑[f] C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
[{VE Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse. ;
�; '❑ F.°Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes ;
a • ,
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project._
E - If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan,
and a completed Check List Form to the Building Department witli your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: -Fisi,let
1000 Date
y�
NAME L !/+�r'' .-G Section Bock
.*IPrm
FOR BUILDING DEPARTMENT USE ONL. 1 "
Contact Information
f TscyroneOWmni I
Reviewed By:
— — — --— — — — — — — — — — — _ Date: _ (D a— A0aQ
Pro er-WAddress/ Location of Construction. olk:
nApproved for processing Building Permit.
= x Stormwater Management Control Plan NotRequired.
Stormwater Management Control Plan is Required
'//�`/`• , ����S■ -® (Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
A0111
fFDc,rcOGy� BUILDING DEPARTMENT-Electrical Inspector
C= < TOWN OF SOUTHOLD
Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959
�4 �a0�� Telephone (631) 765-1802-FAX(631)765-9502
Temporary Certificate # Date 1�jq 2021
Customer Name �1� ON Electrician Name �� ��- �t
Address , A-fAt Phone Co3l (a
e-mail e-mail ,rip 77oe
Phone License# Ll 6 6 2—�' M
Size 2a Q A Phase Overhead Underground #of Meters r
Remarks
#of Underground Laterals 1 2 New
"H" Frame or Pole H P Fire Reconnect
Was work done on Service? Y/N Flood Reconnect
Old Meter# Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This verification is valid for 90 days from the date above.
Authorized by c' --
Town Hall Annex Telephone(631)765-1802
54375 Main Road s'�;s 4 '' Fax(631)765-9502
P.O.Box 1179
Southold, NY 11971-0959y
,BUILDINGIDEPARTMENT .
..NO-TICE-OF UTILIZATION OF TRUSS_T.YPE_CONSTRUCTION:_PRE=ENGINEERED-
WOOD CONSTRUCTION-AND/OR-TIMBER CONSTRUCTION,
Date? V2(1
Owner:- Z_5A t -
Location of Property:- � ��� c.°• kkQ&
Please take notice that the (checkoapplicable line).
New commercial,orresider tial'structure
Addition.to,"existing commercial or residential structure
Rehabilitation46'an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered'wood construction (PW) _
_ `Timber constructiori(TC)=`
in the following location(s) (check applicable line):
_ Floor framing, including girders and beams (F)
Roof framing (R)
r✓ Floor and roof framing (FR)
Signature:
Name (person submitting this form):
Capacity(che applicable,line):
_ Owner
Owner representative
TrussReg15.docx Effective 171/2015 -
,J
i
APPLICANT: S.C.T.M.": 1000 CH"TER 236
(property Owner,Design professional,Agent,Contractor,Other)
tStormwater Management Control Plan CHECK LIST
NAME i i section a oclTc — S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
W
l`•z���"Za Date:- * The applicant must provide a Complete Explanation and/or Reason for not providing
all Information that has been Required by the following Checklist!
1. A Site Plan drawn to scale Not Less that 60' to the Inch MUST 'YE NO NA ` If You answered No or NA to any Item, Flease Provide Justification Here!
show all of the following items: If you need additional room_ for explanations, Please Provide additional Paper.,
a. Location_& Description - Property Boundaries
b. Total Site,Acreage. 14i``
c.'Existing--Natural"&'Man MadeFeatui•ds within-500'L,F. _
of the Site Boundary as required by§236-17(02). -
d.--Test Hole Data Indicating Soil Characteristics&Depth to Ground Water.-
e.
ater.e. Limits of Clearing& Area of Proposed Land j)isturbance.
f. Existing& Proposed-Contours of the Site (Minimum z Intervals)
g. Location of all existing & proposed structures, roads,
driveways, sidewalks, drainage improvements& utilities. 11 V Iii JI[
h. Spot Grades& Finish Floor-Elevations-for all existing& _
proposed structures.
!I- Location of proposedSwimfhing,,Pool and'-discharge ring._
j. Location of proposed Soil Stockpile Area(s). - '
k. Location of proposed Construction Entrance/Staging Area(s).
1. Location of proposed concrete washout area(s). _
M. Location of all proposed erosion&sediment control measures. '
2. -Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture,store,and infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 inch
rainfall/storm event - '-
y Y
3. Details&Sectional Drawings for Stormwater practices are required for approval.
Items requiring details shall include but not be limited to:
a. Erosion &Sediment Controls. -
b. Construction Entrance & Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. Leaching Structures (e. . infiltration basins,swales,etc.)
..•` {'O{t EN(al\[iI=RING DI:PAR"I'h9E\T USE ONLY T - J LL --- _ -
Additional Information is Required.
Reviewed & I, ®, Stormwater Management Control Plan Is Not Complete.
Approved By: I Stormwater Management Control Plan is Complete.
Date: SMCP has been approved by the Engineering Department,
FORM * SWCP Check List-TOS MAY 2014
Nigel Robert Williamson
Architect
P.O. Box 1758
Southold, NY 11971
Phone 631.834.9740
May 15, 2021
Mr. John J. Jarski, Senior Bldg. Inspector
Town of Southold Bldg. &Zoning Division
54375 Main Road
P.O. Box 1179
Southold,NY 11971
Re: Papson residence 11120 Main Rd.,East Marion. S.C.T.M. 1000-31-13-7.2
Dear Mr. Jarski:
Please find enclosed one copy of the site plan showing the setbacks from Truman Path
to the new three car garage with storage over under BP#44860.
I trust that everything is in order and that my client can continue with the construction. If
additional information is required please do not hesitate to contact me. I thank you for
your assistance in this matter.
Your's faithfully,
Ni 1 Robert Williamson R.A.
Dwyer, Tracey
From: vicky.papson@wellsfargo.com
Sent: Tuesday, September 07, 2021 9:22 AM
To: Dwyer,Tracey
Subject: FW:
Tracey I have left a few messages for John Jareski about my garage CFO with no response I contacted my contractor
who confirmed ( below)
The windows are tempered glass. With his email below take care of this issue. Will I have to have plywood window
shields stored in garage before this condition I satisfied. Would appreciate resolving this asap since this CFO is holding up
my refinancing my home in East Marion.
From:Jonathan Zook<jonathan@mysheds.com> y
Sent: Monday,September 6, 20212:59 PM
To: Papson,Vicky [MORTGAGE CONSULTANT(SAFE)]<vicky.papson@wellsfargo.com>; Ephraim Miller
<ephraim@mysheds.com>
Subject: RE:
Hi Vicky
Yes the windows that are near any of the stairways are tempered glass.
God bless your day,
Jonathan Zook
P:610 593 7700
W:www.mysheds.com
From:vicky.papson@wellsfargo.com<vicky.papson@wellsfargo.com>
Sent: Friday,September 3, 202110:24 AM
To: Ephraim Miller<ephraim@mvsheds.com>
Cc:Jonathan Zook<ionathan@mvsheds.com>
Subject: RE:
1
The building inspector wants to know if the windows are tempered
glass. We still have an outstanding issue that the windows do not
lock.
VICKY PAPSON
Mortgage Consultant
NMLSR ID 413640
Wells Fargo Home Mortgage 1 1177 Summer St I Stamford, CT 06901
MAC J4292-030
Tel 203-517-46081 Cell 203-253-1382 1 Fax 1-866-511-9548
vickypapson wellsfango.com
If this email was sent to you as an unsecured message, it is not intended for confidential or sensitive
information. If you cannot respond to this e-mail securely, please do not include your social security
number, account number, or any other personal or financial information in the content of the email.
This may be a promotional email. To discontinue receiving promotional emails from Wells Fargo Bank
N.A., including Wells Fargo Home Mortgage, click here NoEmailReg uest(aD-wellsfargo.com.
Wells Fargo Home Mortgage is a division of Wells Fargo Bank, N.A. All rights reserved. Equal
Housing Lender. Wells Fargo Home Mortgage-2701 Wells Fargo Way-Minneapolis, MN 55467-8000
2
O
M
IVY
IN
�ROAD ( S•R 2 5 ) \ 5
S 83°32.50"�
-� pIXL4Rs '
>
(®r
Z: \\\
W
•� a �, \ '�� / � �. �0
w� C
41
t
iE7oma m
o
C CD
CD -�
CD C7 3
.co
V>
C ) �b o
PJ
A a o
CD s -a �• ��e
3 y
a
p
o0 t lQ
'V
\ �\ p b 173
' tin
<
m
A
2�
21 a
ED AAc��lF
Q� NKiEL ROBERT
WIWAMSON '`~~- ------—,
sr o�s7-1
"qI OF N W y
Nigel Robert Williamson Architect
PO' Box 1758 Southold NY 11971 Phone - 631. 83 4. 9740
O ` \
o
\G 00 `Sd/ d� lb��'d �.�.�® \ \��� 4 �Q,bLn
��J
'-r-' o
IT
• o cn
�s /��Yj
.�� �. Z G o. , b JyJ "�
OJ c9y O)
1—=1 Q U deo aob Cab F, �2OJ +0
OLLLJ
L O rf blsb
1 o
W(11 y. se -A �?
�` �..� U •\ sd U Q 0u by W om R
rL o V N .�` 0• 'F�d N ./
f a w of 1/}� U o
v�cn '
�
e. ~ •S� 4b w z
J 'i !
$ o cy
W m N N m cn a
w 700 \ An
d •J° + C) rs�
pJ1 Q
� s
ACI-
\ �����Y �ti5 ; 01G
LU J V r a r9 .+ P. 9 /
LU z O� ( �1 G .y 4. ��
v> �• A
� ��'� �F��GF, Q �21 � �•ac1 �
in O N
a
N SEE DETAIL �.
�� �� � ,•� 255
+
\ S •�� l
o
N2 3 j
�
ti s �
\ i9��y� � • ( Cj
PPS
c, 6•� O
�p�
Cr,rZ
DETAIL 26'26 r
0
��22 • N 26.26 G �P-�ti
N
OF
No�p t
W Civ N 0P? 50
O a •2°r Qp1F0 GQ Ai
J
00
m
U-
\t ■-
g1
N � PROJECT PATH: F:IPROJ12000100 9841H13X023
�' � PROJECT No. H 13x023 PROJECT:
N DATE: FEBRURAY 2013 N�
� I g� o i
• A DRAWN BY: JJM/RAD /R, \v p �� MAP OF PROPERTY
OC
r j� (�
CKD.BY:. M.C. p - FOR .PAPSON
} ' � � 1
w o SCALE: 1"=60' `
SITE AREA: 3.141 ACRES _ PARCEL 2 LAND DIVISION FOR PAPSON
�.- SURVEY DATE: 11/21/2000 sF��O o500����� SITUATE AT: 11120 MAIN RD. EAST MARION, NEW YORK
�j
FIELDBOOK: -BK425:P25 BK452:P35
WSEAP✓ SCTM. 1000-31-13-7.2
Unauthorized Gonror addition is a violation of ENGINEERING & SURVEYING PLLC
REVISIONS: Sectiontion 7209 Education Law.
here
Certifications Indicated hereon shall run only to the person f
# DATE COMMENT for whom It is prepared and on his behalf to the Title �7TKTTSUCCEC]S�SSOOjRS TO e
Company, on, and
Agency and Lending Institution u e,`��' 1�1�TS ,� V l�BB JL�1�GER
listed hereon, and to the assignees of the Lending 1 1.L 1 1 r
Institution.Certifications are not transferable to additional
Institutions or subsequent owners. \ estab..1872
CWos,at 1l=d==a nt not tag ths, s ft lV
inked seat or embossed seal shall not considered a ARCHITECTS-ENGINEERS-SURVEYORS-PLANNERS
NOTE: valid true copy.The offsets(or dimensionss))shown hereon
from structures to the property lines are for a specific
1.) DETAIL SHOWN IS FROM SURVEY DATED purpose and use and therefore are not intended to guide
560 WALT VVl[TTMAN ROAD
11/21/2000. the erection of fences, retaining walls, pools, patios, MELVILI� NY 11747
2.) REFERENCE FILE N0. 112—D-1178 planting areas, addition to building or any other ,
construction. P.(631)732-7777 F.(631)732-7760
'1/16" x 4' Wood Structural Pale's
Tots
GS-utSP Irte•mittent Eracing �I �(f
as seen In „Section R602.t0 3�r-Orr '.r`
36'-0° �] i1c�
4 _ .
r r: _
-D
Q)
Q) m x - - p,M X10 OSE 3. .,. .
- Stairs.- 36" Wide Double 2x6 Single Door Please Note: FR puN�Pa ppPR �.; .... -
U r, Max, 81/4"
"T eRlaer t window Headers �✓/S r X 18 r r Anchor 0 �.r,� V C,�;'. ,9i_� .- T11r
___ _ _- Min. Bolts w/ 2x2xl/4 plate
Raillno One Side 4 ate washers ,L _ ..- .. ..
-- (34" Nigh x 4" oma) x planted in concrete 2 in from outside .-• '
of . F r-'
6
concrete and 4's, up. Bolts no more than 1 r 1 PT~ r l li,� �`w FOR,
V
YO r i<
� Ems,!^.Pll✓i;.". �sE Cnc
-- from corners and 4OC elsewhere
-- Double 5 Ply 2x4 Post
` �1N5 0F
--" attached to Beam w/ CCO-1,t-11 Cap T TOWN CODES
_ ,�,,< CC% PLY WITH ALL CODES Or >�'``����escr j��•�
-- 1�Ir�v11YC?RKSTATE & NS OF
---- ------------::::::::::::::::: /::::::=====::.::===========--===========:::::::::==-=-=============== ------ - AS FsLOUIRED A .
Double 5 Ply 2x4 Post p _SOUTHOLDTC�% V LL F
(2) 3 1/2" x 16° LVL Beams (2) 3 1/2" x 16" LVL Beams 36" x 36" x 12" ; of attached to Haunch w/ GBSQ88 Base SOUTHOLDT �I�P�ANNINGBOARD ��Ap°:? -'\��
Spanning 12 Opening Spanning 23' Opening �__ ____ o�EP
Haunch in slab SOIITHOL .TOWhTR'JSTEES S5�
23' - 1 1/2" 'n��
Monolithic pour—,D.
---------------------
--------------------------- ._--- ------------------------
00
x g' x �' X S rap 1s inset 4 from
t
' ' ' outside of block on able wall, ���.`� �0 ��`• r _ a t�D t�0
Overhead � Overhead � � Overhead . b -. -
; Door � ; Door Door ; N i i Keep straps in 3 1'2" from outside `� � '`� l.- t••'`- _ p _
OV ,..�.,�- A o 0
c v�
, or front wall block „ �` �� �` f' .-t'.l��
in I I
4 ' r F T, sr 9 -
' 1 I I course 8 block
Keep straps in 1' from edges G �- t I.,< fp r, ;'� U.
dk t r 1. c �..� L. ..- :?
OF swage door openlnes, Inset t-
(2) 1 3/4" x 11 1/4" (2) 1 3/4" x 11 1/4" (2) 1 3/4" x 11 1/4"
Filled solid
3 i/2" from outside of front aide of bio k
LVL Headers ; LVL Headers 'LVL Headers
--- -- - _ ,__ �y - ------------------- ------------------- ------
------------ ------ -�,� ��w
2'_3�� 2'_3�� 2'-3" 9"ro" g'-.0 9'-6" aD
4-1
12-r
n r " jr �PFH Braced 1Ua11 Panel PFH Braced lUall Panel 1 -11 1 -11 2 - 4-1
Per Fig R602.10.2 Per Fig R602,10.2 Has to be a continuous footing
From corner with 5/8" rods 4 wire STHD 14 RJ 3500 LB Strap Tie "° m
1 FLOOR PLAN Cordinate Location w/ Conc. Contractor g
-1 Scale: 1/4 _ 1 -0 2 ANCHOR PLAN ""'
-1 ca e. 1 4 = -
fastener Schedule for Structural Members
Description of Bullcitno Elerterts No, and type Spacing of
CODE INFORMATION - — - _ of fastener fasteners
Celllriq Jolets to Elate, toe nail (3) -
Celling Joists not attached to parallel rafter - — - p
MUNICIPALITY: TOWN OF SOUTHOLD la s ove- partitions, race nail (3) IOd ZZ
SUFFOLK COUNTYNY Golla� tte rafters, face nail (3) loci - — - Z O
,
pa a tsr to �Slatc, too nail (2) l(od - .. _ 2 Q
02
COMPLY W/ 2015 EDITION OF IRC Roos, rafters. to ridge, valley cr hip raftere, toe rail (4) l6d - -- - N I-
Built-up corner studs loci 24" OC Q
U-1
GENERAL PARAMETI:BS8 REQUIREMENT
Built-up header, two pieces 1'od a �.�Mc.g•• •«�•
Continuous Header to stud, toe nail (4) $d -- -- - 6i
OCCUPANCY TYPE(S): RESIDENTIAL ACCESSORY
H
Double studs, face Hall lod 24" OC N
CONSTRUCTION TYPE(S): 5B-NS NON-SPRINKLERED Double top plates, face roll 106 24" OC
Dovb'e top plates, 1nfrlffvn 43" offset of
2 STORY, AREA 864 SF
e-c points, race Har In loped a^aa.
Sole plate to Joist or blccking, face nail ldd 16° OC
O
CPnPral NatARLL
Sole plate to ,Joist or blocking at braced wall pads (3) 16d 16" OC w
C7
I nading dates Top or sale plate to stud, end nail (2) 16d - — -
- _
Dead Loads Top plates, laps at corners. and tate^eectlens, face rail _ __ _ Q
Roof And Floor: 10 PSF Walls: 5 PSF ___ 1� (2) loci J
_ - Joist to sill or grrd^er, toe nail Q
Live Loads
-- Ann—
---- Rim oist to to late, toe nailRoof: 25 PSF _�_ �_.�__ -- J P plate, 4 Bd 6" O Z
C Z
w
Floor: 30 PSF O
r __.___..___._.._......-- _ ._ W000_ so et hhie LSnow Loads rarlrna adpartleboa dall heathtgsea h1n,2 t fra-rN
a
Ground Snow Load (Pg): 25 PSF -� ^ MA _ a
Snow Importance Factor (I): 1.0 _ _ --
---------._____...---- __�____.—__---_ bd s oar, watt)
__ �—_� common rail f .+bfl
--__._._____�_ - 5/16" - 1/2" 8d co—on !roof) 6 12 X
Snow Exposure Factor (Ce): 1.0 ____ __-_.—__ _- - v
R99.
Snow Thermal Factor (Ct): 1.2 - I -- e -- ------- -. 19/32" - 1" ed co^-on fans b I. N >
Wind Loads _
. .hmerts
Ultimate Wind Speed (Vu): 135 MPH Atter, ,rat,� Atta� ,
Risk Category 2 _
Wind Exposure Category: B NOM, Material Deeerlptton rf raetener and length spaclno or fastene's
Thickness (inches) (ychee) Edose Ime•*eo'ne 8,,rpcte
s
Wnnd Note -t-T-:�-�-:--
(inches) f'ncheel
_ - — 13/4"
All Timber Is Designed In Accordance With The 2015 Edition Of The NDS Using -- x - _.._._.-__ es 6 GA 4 $
g g — -- _. �- -- ��:- :_.. up to I/2" GARAG E S H O P
tap 1
-- -- _ -- Nalle 2 l/d" 3 �, DRAWING
Allowable Stress Method. - -_--
_ - Staples 16 GA 1 3/d" 4 8
Use #1/#2 SPF For All Dimensional Lumber Primary Members Unless Noted ------- -- - __- =- --_= ===__--=_--= 23/32" a-id 3/4"
OtherwiseNails 2 114" 3 6
----------
-- - d
Provide Pressure Treated Wood That Is Treated In Accordance With AWPA -
Standards L4 _-- SCALE:
— u _ UU — AS NOTED
ULAM
-- - - — _ -
Use Wood Treated With Chromated Copper Arsenate (CCA) Or Equivalent. — - ►�_] _� MIMM � DRAWN BY:
Use Hot Dip Galvanized Or Stainless Steel Connectors On Pressure Treated
1100 __ QWUQ _ QUUM JFR
Lumber. CHECKED BY:
ALL DIMENSIONS AND SITE CONDITIONS SHALL DRAWING NO:
BE VERIFIED BY CONTRACTOR PRIOR TO
CONSTRUCTION. DO NOT SCALE DRAWINGS
3 ELEVATIONS SHEET:
-1 ca e: 8 = V-0" THESE DRAWINGS SHALL NOT BE USED FOR ANY 1 Of 2
OTHER PROJECTS.THESE DRAWINGS SHALL NOT
BE REPRODUCED OR COPIED WITHOUT WRITTEN
PERMISSION FROM THE ENGINEER.ANY STRUCTURAL C
CHANGES THAT AFFECT THESE DRAWINGS MUST BE J
APPROVED BY THE ENGINEER BEFORE CONSTRUCTION.
Double Rafters Double Rafters Double 3 1/2" x 14" LVL Ridge
beside dormers beside dormers Beams Screwed Together
per mfg requirements
Attach Rafters to Rtdae 30 Yr arch Shingles
w/ LRU 2x8 Hangers w/ Tar Paper
2 Layers on 3 Pitch)
12
s 1/2" Sheathing
2x8 Rafters 0 24" O,C,
2x8 Rafters 24" 0C.—
32� Dormer e� Simpson H2.5A Hurricane
(4) 2x8 Post Strap 6 Each Rafter
Attach plate to ea floor
Loft Storage only 2 x 8 Floor Joist o 16" Joist w/ (2) 0,148x31/4R,5 Nails
O,C. Nailed Into Each
(4) 2x8 Post w/ Simpson i/2" OSB Sheating w/ 5/8" wood Floor Stud w/ (3) iOd Nails ,�e ®���� 0
CC'i1/8-8 Post Ga
Nouse Wrap t Base ,F.Ru�,�✓
p � �
I Cedar Creek Vinyl Siding
(4) 1 3/4" x 14" y g 2 x 6 for Support t2J s i/2"' x I6" LVL eeame 3
Nailed into Each Stud 91 spawrno 24' openIV
LVL Ridge Beams 01 n
N �� w/ (3) 10d Nails G) Han 2nd Floor Ioor Jotete rro^+
2 x 4 Studs 16 O,C = L Beam wl Simpson Lus2�, �o� oes�� /
Double 5 Ply
U2x4 Post
2x8 Sill Plate <t
' Attach Plate to every stud 6" in between Cs.L and
Rows of (3) 12d + w/ Simpson TSP. Bearing
1 course 8" block p o
R-S Nails 12" Oc - untreatedI wood
routed Solid walls only p y
5/0" x 18" Anchor bolts dt�prox CzradQ
w/ 2),2x1/1 plate u:ashe^e A , ` • • ' _ I 00 00
an ce
Inetal'ed 0-rouoh a-outed core. �.
r G 00
1" emedm,nt In concrete q
411 -
' Crushed Stone 36" x 36" x 12" dee
2 rows 5i8" rods outside � p 4" Concrete Slab •� � > "
perimeter , down middle footer, concrete haunch
i'-O° where post is 3,500 psi (min,) V
Plus 6" x 6" wire through out p 28 Day Compressive Strength
floor tied together !Fiber Reinforced) 'tMW
(Installed by Others) U L.
R
6' Dormer 6' Dormer Y co
2x4 rafters 16" OC
2 �SETION �'-2 : 1 4 = 1 -0
t= m
1 ROOF FRAMING PLAN g
-2 Scale: 14" = V-0"
oZ
FRONT ELEVATION Z
Z z O
O Q
Extent of header with double portal frame F- <
(two braced wall panels) W O
(2) 2x6 Headers Tension strap per Table N
R602.10.6.4(on opposite w
side of sheathing)
" 2'-18'finished width of opening Fasten top plate to header
for single or double portal with two rows of 16d Sinker
2x4 studs 16 O nails at 3"o.c.typ. Fasten N
Pony wall king stud to header with
height 6-16d sinkers —
. . Min.3"x 11-114"net header.Steel header prohibited. Min.3/8"wood structural
If 1/2"spacer is used,place on back-side of header panel sheathing
Fasten sheathing to header with 8d LL
O
Typical portal frame w
Window Door m common or galvanized box nails in 3" construction W
�, grid pattern as shown
Opening Opening s
Q
3 rn Header to jack-stud strap per Table
�Jackstud w R602.10.6.4 on both sides of opening Q
Xopposite side of sheathing Z
No O
Min. double 2x4 framing covered with N a
min. 3/8"thick wood structural panel L Q
sheathing with 8d common or o-
}
galvanized box nails at 3"o.c. in all STHD14RJ hold-down m �
framing(studs, blocking, and sills)typ. X U
8"Grout Filled CMU N >
Min.length of panel per Table R602.10.5 If needed, panel splice 8"Slab Down Turn
edges shall occur over and
be nailed to common
blocking within middle 24"
(2)STHD14RJ strap-type hold-downs of the portal-leg height.
3 SECTION (embedded into concrete and nailed One row of 3"o.c.nailing is
onto framing) required in each panel edge
Min.(1)5/8"diameter anchor bolt installed per Section R403.1.6-with 2"x 2"x 3/16"plate washer GARAGESHOP
Min. reinforcing of foundation,one#4 bar top and bottom of footing. Lap bars 15"minimum
Min.footing size under opening is 12"x 12".A turned-down slab shall be permitted at DATE:
door openings.
SCALE:
4 PFH DETAIL AS NOTED
NO SCAEE- DRAWN BY:
JFR
CHECKED BY:
ALL DIMENSIONS AND SITE CONDITIONS SHALL DRAWING NO:
BE VERIFIED BY CONTRACTOR PRIOR TO
CONSTRUCTION. DO NOT SCALE DRAWINGS
SHEET:
THESE DRAWINGS SHALL NOT BE USED FOR ANY 2 Of 2
OTHER PROJECTS.THESE DRAWINGS SHALL NOT
BE REPRODUCED OR COPIED WITHOUT WRITTEN
PERMISSION FROM THE ENGINEER.ANY STRUCTURAL S-2
CHANGES THAT AFFECT THESE DRAWINGS MUST BE
APPROVED BY THE ENGINEER BEFORE CONSTRUCTION.