HomeMy WebLinkAbout44857-Z zrr.T-
o�c,UFFD1�cOG^ Town of Southold 4/26/2021
0
P.O.Box 1179
C*
- 53095 Main Rd
yjj0l �aor91 Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41985 Date: 4/26/2021
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 25 Moose Trail, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 103.4-3
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. 44857 dated 6/10/2020
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:
"as built"finished basement with bathroom and wetbar(no cooking)and"as built"finished second floor with three
bedrooms and one bathroom to an existing single family dwelling as applied for.
The certificate is issued to Pacella,Daniel&Catherine
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44857 3/24/2021
PLUMBERS CERTIFICATION DATED 4/22/2021 f, N t,,,Burts R 'able
u r ed Signature
�S�FFnc,r�. TOWN OF SOUTHOLD
BUILDING DEPARTMENT
' TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 44857 Date: 6/10/2020
Permission is hereby granted to:
Pacella, Daniel
16 Spruce St
Orangeburg, NY 10962
To: legalize "as built" finished basement to existing single-family dwelling as applied for.
Additional certification will be required.
At premises located at:
25 Moose Trail, Cutchogue
SCTM # 473889
Sec/Block/Lot# 103.-4-3
Pursuant to application dated 5/14/2020 and approved by the Building Inspector.
To expire on 12/10/2021.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,010.40
CO -RESIDENTIAL $50.00
Total: $1,060.40
B ' ding Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTIO!IENT
TOWN HALL
765-1502
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. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect 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 completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory,building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property:as� DO�_c f (a( c(/+c { oye
House No. Street ( HaInlet
Owner or Owners of Property: r, r C�ok, & pa,(n
1
Suffolk County Tax Map No 1000, Section [ Q3 Block y Lot
Subdivision / Filed Map. Lot:
Permit No. `� S 7 Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applic t Signature
4q,-259
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
J
I Q �V �1 �" residing at
(Print pr petG�
ty o«7�er' name) Mailing Address)
Cy�q
F
1 1
I dereby authorize AMP Architecture
(Agent)
to apply on my behalf to the
Southold Building Department.
e4)q,—, r,'u-,W - A
1 _
(Owner's Signature) (Date)
(Print Owner's Name)
oF sovey®l
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 R► • �� sean.devline-town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Daniel Pacella
Address: 25 Moose Trail city Cutchogue st: NY zip: 11935
Building Permit# 44857 Section: 103 Block 4 Lot 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: AS BUILT License No-
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service
Commerical Outdoor X 1 st Floor Pool
New Renovation X 2nd Floor X Hot Tub
Addition X Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 30 Ceding Fixtures 3 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors 5
Main Panel A/C Condenser Single Recpt Recessed Fixtures 17 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO 3
Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks
Disconnect Switches 7 4'LED Exit Fixtures Pump
Other Equipment
Notes. AS BUILT NO VISUAL DEFECTS " Finished Basement and Second Floor
�
Inspector Signature: ,� Date: March 24, 2021
S.Devlin-Cert Electrical Compliance Form As
solvzj
Town Hall Annex Telephone(631)765-1802
54375 Main Road _ Fax(631)765-9502
P.O.Box 1179 -
Southold,NY 11971-0959
BUILDING DEPARTMENT
APR, ? 5 2021 TOWN OF SOUTHOLD
- -
CERTIFICATION
Date: �Z
Building Permit No. q 3517
Owner: C�/�j -ele, /.,V cJ /}C e�/l/7L
j�(Please
/print)
Plumber:�06ii /���/�f�iy �v►� P C/( �r�vi �i2
(Please print)
I certify that the solder used in the water supply system contains Iess than 2/10 of I%
lead.
(Plur#ers Signature)
Sworn to before me this
day of n 201;)
Notary Public, 91A/FlU_II(Couilty,
PEIN111V BEB)El.
I�Otary Public, State o N,_ ;<
i1o.0T BE66-99+. t r
Clusi:led in Suffolk Cc'.
Cornniission Expires SPpi.
*OF SOpl�o
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION-1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [/] NSULATIOWCAULKING
FRAMING/STRAPPING [ FINAL m- 8s'�� M� �v'�-�
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATIONn [ ] PRE C/O
-
MARKS: i •
[vmfd�.
�k
DATE I INSPECTOR
OP SOUTyOI l Ko,-vse: `t V
* # TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
= [ ] =FIREPLACE &"CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) bOELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
Z
DATE INSPECTOR
uf soulyo<o 6, ( -'2-9 Mooc..,i/ l ' 1 -
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycau�m '� 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
REMARKS: 40 1I tz, _L4xTb Flo OR �- awj
r- lo&d re, m 4-wo
6ry mtpo :Eie_ �- joy
DATE Z INSPECTOR
ARCHREMRE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
uc
Brooklyn Office:450 9511'St,C9,Brooklyn,NY 11209
Laurel Office:1075 Franklinville Rd,Laurel NY 11948
Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741
APR '1 5 2021
April 13,2021
Catherine Pacella
25 Moose Trail
Cutchogue, NY 11935
To Whom It May Concern:
Based on my inspection at 25 Moose Trail, Cutchogue,the Rough Plumbing in the basement and 2n1
floor were installed per code at the time it was installed.
I
Please contact my office if you have any questions.
Since ely ®� M
9 vP e� P
A 0
Anthony Por 1 lo, RAAl
4 0
ARCHITERE Address:1075 Franklinville Rd,Laurel NY 11948
-/P�
CN
Phone:(516)214-0160 Email:aportillo@amparchitect.com
LLC ,
April 20,2021
Catherine Pacella
25 Moose Trail
Cutchogue, NY 11935
To Whom It May Concern:
Based on my inspection at 25 Moose Trail, Cutchogue the insulation at the 2nd floor was installed per
NYS building code.
Please contact my office if you have any questions.
Si ce ly
A y Por ilio, RA
DA C
'tia49C,t 0
�' �GS.t.Ld•
�374OJ
U APR ? 3 2021 `
(551
Address:1075 Franklinville Rd,Laurel NY 11948
RCHMCTURE
uc
Phone:(516)214-0160 Email:aportillo@amparchitect.com
April 26,2021
Catherine Pacella
25 Moose Trail s' APR 2 6
Cutchogue, NY 11935 2021
To Whom It May Concern: r ,
Based on my inspection at 25 Moose Trail, Cutchogue the insulation in the basement, and 2nd floor was
installed per NYS building code.
Please contact my office if you have any questions.
Sincerely,
Anthony Portillo, RA
Ire , ARS
RO
cc
FIELD INSPECTION REPORT DATE COMMENTS
ro
FOUNDATION(IST) H
--------------------------------------
FOUNDATION (2ND)
� O
ROUGH FRAMING& ci
PLUMBING y
9
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r
INSULATION PER N.Y.
STATE ENERGY CODE
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FINAL �q
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ADDITIONAL COMMENTSrl
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TOWN-OF SOUTHOLD BUILDING-PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631)765-1802-- Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtownny:gov PERMIT NO. "57 Check
Septic Form
t ,. • NX.S.D.,KC.
- - Trustees
C.O.Application
Flood Permit
Examined y �; 20 o: Single&Separate , 1 t
Truss,Identification Form
Storm-Water Assessment,Form
Contact:Amp
9P
Approved 10-120' ' '' 1VIai1'to:/O'Z'5 �'f,�p1�/z94'"If`
Disapproved a/c AN
1.- Phone:
Expiration 20
uilding Inspector-
A: �I AY 1 4 2020 APPLICATION FOR BUILDING PERMIT
Date_ fil a ff r l 1 CP , 20
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 aj3uilding Permit to the applicant. Such a permit
shall be kept on the premises available,for inspection throughout the work. - ' _ -•
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 exfension of the permit for an
addition six months.Thereafter,a new-permit;shall be required.
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 of' ',
Regulations,for the construction of buildings,additions,-or alterations orTor 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 for necessary inspections.
11 We ►rc h P-hec UR-,
(Signature of applicant or name,if a'corporation)'
L� rriIIj), th V!'r'I I'C_' P4 (.LIr f { Al
(Mailing address of applicant)-
State whether applicant is owner, lessee, agqut, architect, engineer, general contractor, electrician,plumber�or'builder, ,
Name of owner of premises UU12 Ila va_% �U 0
(As on the tax,roll or fatest 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. r
Other Trade's License No.
1. Location of land on which pro osed wonkwvill''lic�
House Number Street ` "' ' "' ''` "'' '
s •._ _ w -- _.._i Hamlet
County Tax Map No:`1000• Section io3 Block C Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancyMIN
b. Intended use and occupancy 4�q `
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work�► fJi�f'
(Description)
4. Estimated Cost Fee
(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 9L
6. If business, commercial or mixed occupancy, specitµre and extent of each type of use.
rr//�ct�uCn�' �j
7. Dimensions of existing shtgd'turesft ront Rear 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 Rear Depth
10. Date of Purchase Name of Former Owner
��
11. Zone or use district in which premises are situated `_ACV
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NOX
13. Will lot be re-graded?YES NOKWill excess fill be removed from premises?,YES NO--"�
14.Names of Owner of remisesCA,+It�t'i�oO Iii Address Phone No: .
Name of Architect of
I�Address/07�,'-RO b k'10 1 je one No�6l 6 a I sj 01W
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ' NO X
* 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—X—
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
being duly,sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the fflwT
(Contractor,Agennt 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.
Alexandre M,CWhIr
Sworn to before me this NOTARY PUBLIC,STAT NEW Y
l^ Registration No 1MC6403652"
day of�rL-r l 20 9-0 Qualified in frock C
�I Commission Expires Fe ruary rd,2
Notary Public ature Appscant
Scott A. Russell �6'°51111Q/r1. ST0IKIWNWA\T]EIR,
SUPERVISOR U) � ��[A\N A\�Gr]E�W EN T
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE lF01,LOWINO:
I! Yes No (CHECK ALL THAT APPLY)
❑Ef 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.
❑ 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
[36erosion hazard area.
E. Site preparation within the one-hundred-year f loodplain 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
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.
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 witEyour Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date-
District
NAME �C
„ + Section *1k Lot
FOR BUILDING DEPARTMENT USE ONLY
Contact Information LoI
—T Rdephorc Num6erl
Reviewed B
W'oZ—Z�
Property Address/Location of Construction Work: — — — — — — — — —Date:
�� ,�_���,n ����' ry Approved for processing Building Permit.
3� 3—Stormwater Management Control Plan Not Required.
® Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014
'1r
"BCIILDING DEPARTMENT-,Electrical Inspector,
TOWN OF SOUTHOLD
21
' Town Hall Annex - 54375 Main Road - PO Box x1179,'."
• 3 - _< 4 n` .yf� Southold; New York 11971-0959
Telephone (631) 765"71802 FAX (631) 765 ,
rogerr(a�southoldtownny.gov seandaso`utlioldtowriny.gov-' 4•, .
APPLICATION FOR ELECTRICAL, INSPE
ELECTRICIAN INFORMATION ' a `" �? F.�•••,;,>, At
ate:
(All Informati- on required) b
Company Name: ._
Name:
N - - - ,•t •�.' »{•- ..� `f �,,�-taxi�'(�{GA'•}{... �t(•�Se���
P one No• [11 request an email .o "..e
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-. ,Andress:: ,� ., , .• ,-• , .- • -
x =tir J`OB SIT r INI'ORMA' TION (All.lhformati n Required) ; { _#'- ;i _
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Name: 0.�'�C1 :('��2 —Cl� l' tfs
yAddress• Q(� � I
Sri ��'L--a- : `,..-',•5.iL'-'['1, • WS jsCross Street: iorq<.p"n- ,.`�i:'i•�,;.,i.y;'a�t�
j.
-Bldg.edrmit#:.
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Temp Information: -(All information•required)
Service.Size �1 Ph 03 Ph Size: A # Meters Old.Meter#.`_ a -
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Electrical Inspection Form 2020.xlsx
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PERMIT# Address:
Switches
Outlets,
GFI's
Surface I
Sconces
H H's I I
UC Lts
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW Service
Carbon Micro Generator
Combo I , Cooktop Transfer
AC AH Mini
Special: l /�
Comments / G? �` `/ �C. �✓�' ✓ ��rGd
`BUILDING DEPARTMENT- Electrical Inspector {'
X_° 4--- - SOUTHOLD
O O WN 2 5 202 T F ,. - , • •
4 - Town Hall Annex - 54375 Main Road - PO Box 1179,.'`
Southold; New York 11971=0959
elephone (631) 765=1802
FAX t(631) 7615=9502
ro err southoldtowrin ov seand southol o
wh v.a df Wnny.ciov
APPLICATION FOP, ELECTRICAL INSPECTION
ELECTRICIAN INFORMATI ,U•;M„'i_
ON (All Information Required)
:Ccsmpany�IV,arrie:- •, � - - - , . _ _ =��' ��. ��,'.:-•k;. - 3 'ry�..f.:;,_�; .
Nerve: _ :rx;';;,. :;•.; ''j<;:_`r'':r',...Cf :, ',
i.: Phone\No: ` ❑I request an`email'copy;oft` a J:at `f;ComypliaLyy nezty;:�'_Y'
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J:Or;'INEORM�►T�ON (All Informai ntRequired)
�_;SIT _. '<` `•: 'A' �Si
Name:
Cross Street:ne
0--1
• -Bldyy.Permit#:
��/���� � email: ' `�i`p'�� -- _`�,:.:� - =}- � �'';�; •r�:��=`'=s
Tai Map,0isttict: 1000 ' Section:.' - ''Block:
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Service•Size ❑1 Ph ❑3 Ph Size: A #Meters 0 Met&W =
New Seivice ❑ Service Reconnect ❑ Underground ❑Overhead `° `'�• E'='
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# Undergrouhd Laterals ❑1 ❑2 ❑H Frame Opole Work done'`on'Service?,'. ❑Y .:❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
IN
Electrical Inspection Form 2020.xlsx _ '.'y•' -
PERMIT# F�i�fu�' � Address:
Switches
f
Outlets
GFI's I '
Surface
Sconces
lH's !
UC Lts
Fans Fridge FEW a
Exhaust Oven Dryer �'0/''
Smokes DW Service
Carbon Micro Generator
Combo I Cooktop'- Transfer
AC - AH Mini
Special:
Comments:
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Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
RC:-- IRE
LLC Brooklyn Office:450 95`h St,C9,Brooklyn,NY 11209
Laurel Office:1075 Franklinville Rd,Laurel NY 11948
Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741
APR - 1 2021
April 1,2021
Catherine Pacella
25 Moose Trail
Cutchogue, NY 11935
To Whom It May Concern:
Based on my inspection at 25 Moose Trail, Cutchogue,the existing septic system is sufficiently sized to
accommodate 4 bedrooms.
Please contact my office if you ve any questions.
Sin rely,
An ony Portillo, RA
M P�
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®3740b 0
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Town Hall Annex Telephone(631)765-1802 h
54375 Main Road ; Fai (631)765-9502
P.O. Box 1179
Southold, NY 11971-0958 '= d
BUILDING DEPARTMENT
,NOTICE OF UTILIZATION OF TRUSS TYPE.CONSTRUCTION,-PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: March 1, 2021
Owner: Catherine Pacella .
Location of Property: _ 25 Moose Trail Cutchogue NY 11953 TM:1000-103-4-3
Please take notice that the (check applicable line): b
New commercial or residential structure
Addition to existing commercial or residential structure
x Rehabilitation to an existing commercial or residential structure 3
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 construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
r
Signature:_
Name (person submitting this form): Jessica Magee -AMP Architecture
Capacity(check applicable line):
Owner
x Owner representative
TrussReg15.docx Effective 1/1/2015
ARcHAcniRE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
Brooklyn Office:204 251^St,Suite 203,Brooklyn,NY 11232
iic Laurel Office:1075 Franklinville Rd,Laurel NY 11948
Office Phone:(516)214-0160
LETTER OF TRANSMITTAL
DATE: 03/17/2020
TO: Southold Building Department
PO Box 1179 J
Southold, NY
FROM: AMP Architecture
1075 Franklinville Road
Laurel, NY 11948
Enclosed please find:
J
-4 sets of plans-stamped and signed
-Building permit application
-Truss form
-Certificate of occupancy
-Stormwater management
-We will email the Owners Authorization
Regards,
Doug Scharadin
AMP Architecture
(516) 214-0160
1
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NOTES 4 SFE r_,1F1r_,AT1QN5 INSULATION
<
IT 15 THE CONTRAOTOR.'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINVED 1. ALL EXTERIOR NALL5 AND ROOFS SHALL BE INSULATED NITH FOIL FACED 0
TOOETHER AT ALL TIMES. IT 15 ALSO THE CONT;ZAOTORS RESPONSIBILITY TO REAC�ALL NOTES, FIBEROLASS, BATT INSULATION BY JOHN MANVILLE OR APPROVED EOUAL. 7AE3LE R501 .1
FOIL TO BE PLACED TONARD HARM SIDE.
SPECIFICATIONS,ANI�I BE FAMILIARIZED HITH THE PLANS PROR TO P40RK ALLONAE3LE r��EFLEr_.TION OF 5TRUCTURAL MEMDERS z 0
Lu
uj = CN
2. PROVIDE 2" R-10 RIOID FOAM INSULATION FOR, EXTERIOR, FOUNDATION Y�
NALLS FROM b" BELON ORADE TO 24" BELON ORAME IF DESIRED BY
OENERAL CONTRACTOR OR ONNER. CARE SHOULD BE TAKEN NOT TO DAMAOE ALLONABLE
1. NO NOR< TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE STRUCTURAL MEMBER Lu
APPLICABLE BUILDINO DEPARTMENT. FOUNDATION NATERPROOFINO. DEFLECTION i Lu >_
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A NORK�,TAN LIKE MANNER. 5. OENERALLY, UNLESS NOTED OTHERAISE, INSULATE AS FOLLONS: RAFTERS HAVINO 5LOPE5 OREA7ER THEN 5/12 Additional
- 11" R-50 FOR FLAT CEILIN05 L/IaO
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTINO 0 2�
- a.25" l FOR VAULTED AND CATHEDRAL CEILINOS N1 NO FINISHED CEILINO ATTACHED 70 RAFTERS _j >_
5TRUCTURE/BITE SHALL BE FIELD VERIFIED BY OENERAL CONTRACTOR. Certificc-lon
- 5.5" R-13 FOR 2"x4" NALL CONSTRUCTION _j
5. ALL NORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES - 5.25" R-21 FOR 2"xb" HALL CONSTRUCTION INTERIOR NALLS $ PARTITIONS HlIaO May Be Required. 111-- Lo �!c
- 5.25" l FOR FLOORS
AND AUTHORITIES HAVINO JURISDICTION. --- --- w 0) 0
0 o 6
FLOORS $ PLASTERED CEILINOS 1-1560
4. ALL UNNOTED OR NON-VIVELE EASEMENTS ARE THE RESPONSIBILITY Lo 0:
OF THE ONNER/BUILVER OLAS5 NINDON5 AND DOORS
1. ALL OLA55 TO BE INSULATED LON-E,UNLESS OTHERN15E SPECIFIED. ALL OTHER STRUCTURAL MEMBERS L/240
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS ANM/OR JOB CONDITIONS
SHALL BE CLARIFIED HITH THE AROHI 7ECT/ENOI NEER BEFORE PROCEEDINO 2. OLA55 DOOR-5 AND HIND)ONS SHALL NOT BE INSTALLED UNTIL PROPER 1 EXTERIOR NALLS VV PLASTER OR STUCCO FINISH H/560 LEOALIZE AS-5UIL7 2NE�� FLOOR SFAC_,E F A(5 E
NITH THE NOR<. CLEARANCES ARE PROVIDED.
z
(5. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE 5. ALL 5LIDINO OLA55 DOORS, SKYLIC-7HT5, AND ANY CLASS UNIT INSTALLED EXTERIOR NALLS - HIND LOADS N1 BRITTLE FINISHES L/:24O Lu
UNLE55 APPROVED BY THE ARCHITECT/IENOINEER. NITHIN 0" OF FIN15HED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, PROJECT LOCATION & SCOPE < _j
UNLE55 OTHER.KISE NOTED. EXTERIOR NALL5 - HIND LOADS NJ FLEXIBLE FIN-15HE5 L/120 ZONING DATA oo
-1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION V41TH FLOOR PLANS
> C)
BEFORE THE START OF FRAMINS 4. ALL OLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE NITH GENERAL NOTES Z (D
MANUFACTURERS SPECIFICATIONS. STRUCTURAL DESIGN TABLE T1 Tj
C)
e,. DRY HELLS AS RFOUIRED BY STATE AND LOCAL CODES.
5. ALL HINDON5 TO BE CAULKED AND SEALED AS PER NEA YORK STATE
ENEROY CONSERVATION CONSTRUCTION COME. EXISTING SECOND FLOOR PLAN z >: 4
cl. DO NOT SCALE DRANINO5, NRITTEN DIMENSIONS TAKE PRECEDENCE 57RUC,7URAL r�)ESION LOA17,)5 Fl;;;�O,�EC,7 DA7A :
< Z T-i
10. ONNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 6. PROVIDE FLA5HINO PANS UNDER ALL 5LIVINO OLA55 DOORS, HINDONS, OR = _j c�
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL ANY OTHER TYPE OF OLASS UNIT HHEN NITHIN b" OF AN EXTERIOR SURFACE. _��DEAD LO LL ui (D
L)5E LIVE LOAD AD,1 L0 Im vq
11. THESE SET OF DRANIN55 ARE THE PROPERTY OF ANTHONY FORTILLO, IRA -T. ALL EXTERIOR DOORS ARE TO BE HEATHERED STRIPPED AND PROVIDE ALL Lo
SCREEN5 AND HARONARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PROJECT ZONINO DATA 0 <
AND SHALL NOT BE ALTERED OR BE REPRODUCED NITHOUT NRITTEN EXTERIOR BALCONIE5 40 psf 15 psf
DWV WATER SUPPLY RISER T-111 J 0
PERMISSION FROM THE ARCHITECT. --- ----- F_ 10 1 .00
9). ALL &LASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. OLASS TAX MAP #
DECKS 40 psf o5f
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE NORK AND 15 SHOULD BE OUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS.
RESPONSIBLE FOP, DESION INTENT ONLY.
'i ZONIN5 DISTRICT R-40
q. ALL HINDONS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUE35TITUTE NITH PA55ANOER VEHICLE OARAOE5 50 psf AS PER PLAN
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. ANOTHER ININPON MANUFACTURER, IT 15 THE RESPONSIE31LITY OF THE ui
ll 1! L07 AF 0.46 ACRES
CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE NINDON MATCH ZEA
THE AT-17105 NITHOUT 5TORA&E (MAX CLEAR HOT < 42") 11 10
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL THE CHARACTERISTICS OF THE ANDERSEN NINDON SPECIFIED. 15 psf
Ir i It
TIMES. AT THE COMPLETION OF NORK, THE CONTRACTOR SHALL REMOVE ALL CHARACTERISTICS ARE AS FOLLON5, BUT NOT LIMITED TO: DE51ON PRESSURE, -- I FEMA FLOOD ZONE X
RUBBISH, HASTE MATERIALS, TOOLS, ETC., CLEAN &LASS AND LEAVE NOR< ROUOH OPENINO, U-FAOTOR, LIOHT AREA, VENT AREA, AND EORE55 ATTICS NITH 5TORA5E (MAX CLEAR HOT > 42") 20 psf 15 psf
BROOM CLEAN. REOUIREMENT5. LL1
- ROOMS OTHER THAN 5LEEPINO ROOMS 40 psf ii 15 psf
15. THE CONTRACTOR SHALL CARRY NORKMANS COMPENSATION AND OENERAL 10. P41NDONS IN TUB/5HO1^ER ENCLOSURES AND P41THIN 5TAIRKAYS SHALL BE HAE31TABLE SPACE
EX15TINO PROPOSED
LIAE31LITY INSURANCE. ALL SHALL COMPLY NITH STATE AND LOCAL CODES TEMPERED CLASS. 0 _j
AND ORDINANCES. 5LEEPINO, ROOMS 50 psf 15 psf
SECOND FLOOR, AREA S.F. 4-50-7 S.F.
11. EXTERIOR OLAZIN& SHALL BE PROTECTED FROM NINDBORNE DEBRIS. <
16. THE CONTRACTOR SHOULD FULLY OUARANTEE H15 NORK AND THE NORK OF 5LAZED OPENINO PROTECTION SHALL MEET THE REOUIREMENT5 OF TH LAROE
I STAIRS 40 psf 15 psf
THE 5UE3-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER MISSILE TEST OF A5TM Elciclb AND A57M E165b AS MODIFIED BY 2020 NY5 BC, It It �1
OPENINO PROTECTION SHALL MEET TOTAL BEDROOM COUNT
it
COMPLETION OF PROJECT. SECTION 501.2.1.2.1. OARACE DOOR &LAZE
11D OR f
THE REGUIREMENTS OF AN APPROVED IMPACT-RENSTANT 5TANDAIR OUARDRAILS AND HANDRAILS 200 psf 15 ps
11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ONNER, ANSIA:�ASMA 115.
it
ARCH ITECT/ENOI NEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND
AOAINST ALL CLAIMS, DAMAOES, LOSSES AND EXPENSES, INOLUDINS, 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, HOOP STRUCTURAL PANELS NITH psf FOR ATTIC. 11
15 pef FOR OATH. 1
A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL
ATTORNEYS FEES ARISINO OUT OF OR RE5ULTINO FROM THE PERFORMANCE OF ROOF LOAMIN6 (LIVE OROUND5NON LOAD) .25 pef
THE NORK PROVIDED THAT ANY 5UC14 CLAIM, DAMAOF, L055 OR EXPENSE (A)
BE PERMITTED AS OLAZINO PROTECTION. PANELS SHALL BE PRECUT AND
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ATTACHED TO THE FRAMINO 5URROUNDINO THE OPFNINO. PANELS SHALL BE
INJURY TO OR DESTRUCTION OF TANOIELE PROPERTY (O-HER THAN THE NOR< PRED�RILLED AND SECURED NITH THE ATTACHMENT HARDNARE PROVIDED AS *ALL STRUCTURAL DESION CONSIDERATIONS ARE IN CONFORMANCE NITH
ITSELF INCLUDINe THE L055 OR, USE RESULTINO THEREFROM). (B) 15 CAUSED IN PER THE ANCHORAOE METHOD SELECTED IN ACCORDANCE NITH TABLE ASCE '7-10 (MINIMUM DE51ON, LOADS FOR BUILDIN05 AND OTHER STRUCTURES)
NHOLE OR IN PART BY ANY NEOLIOENT ACT OR OM155104 OF THE R301.2.1.2. A7TAOHMFNT HARDNARE SHALL BE PERMANENT
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY r-ORROSION-RFS15TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED
EMPLOYED BY ANY OF THEM, OR ANr'ONE FOR NHO5E ACTS ANY OF THEM MAY ON THE 5UILmINO.
BE LIABLE REOARDLES5 OF NHETHER OR NOT 17 15 CAUSED IN PART BY A
PARTY INDEMNIFIED HEREUNDER. CLIMATIC s 0ECORAl C r��ESION CRITERIA
FLUMBINO
I&. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CON5rRUOTION INCLUDINO
1. CONTRACTOR SHALL INSTALL HATER SUPPLY, DRAIN, HASTE, AND VENT (DW) OROUND 5NON LOAD 25 L55
BUT NOT LIMITED To FORM-NOR<, BLOCK-NORK, FRAMIN5, NAILIN&, PLAoINO SYSTEMS 70 NY5 PLUMBINO CODE AND NY5 DEC, RFOULATIONS.
OF CONCRETE, ETC. ARE TO BE CARE-FULLY SUPERVISED BY THE CONTRACTOR
TO BE SURE THEY ARE IN ACCORVANCE NITH THE DRANNOS, SPECIFICATIONS,
2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. BASIC HIND 5PEEr,> 150 MPH
APPLICABLE CODES AND OOOD PRACTICE. DEVIATIONS FROM THE DRANINOS
AND SPECIFICATIONS HILL NOT BE PERMITTED HITHOUT NRITTEN
5. ALL HATER PIPINO, TO HAVE CLEAN OUTS AT ALL CHANOES IN DIRECTION
AUTHORIZATION OF THE ARCHI TEOVENOI NEER. EXPOSURE CATEOCRY 5
AND AT BASE OF VERTICAL HASTE PIPES.
111. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAV41NOS 4. USE 4" CAST IRON THROUOH FOUNDATION HALL AND PITCHED AT 1/&" PER I SEISMIC DE51ON CATECORY 5
NEEDED, UNLE55 OTHERA15E SPECIFIED. ALL DIMENSIONS AND CONDITIONS
FOOT.
PERTAININO ARE TO BE FIELD VERIFIED.
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'11�� I'l_� L'TtItl
NEATHERINO SEVERE
777777�',7 77
777,� -.7 '711,171/_W'71_�171�7 7 .....
5. OENERAL TRAP AND HASTE SIZES AS FOLLON5,UNLE55 OTHERA15E NOTED:
4
20. CONTRACTOR TO REMOVE 4 RELOCATE AS REGUIRE:� ALL EX15TINO NORK
- DISH NA5HEP.........................................2"
A
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NHICH INTERFERES NITH NEN CON5TIRDOTION IN A HOR<MAN LIKE MANNER.
KITCHEN SINK........................................2" FROST LINE DEPTH
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- LAVATORY...............................................211 Al" , I, , I,-r��,-, ,
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21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS
TOILET.....................................................
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'MODERATE TO HEAVY
1 TERMITE
5HOI^ER/TUB..........................................2"
511 -ATIONS, UNLE55 NOTED OTHERNISE.
LAUNDRY .....................
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............................
22. PROVIDE FIREBLOOKINO AS PER Nl YORK ACCESSIBILITY STANDARDS.
ICE BARRIER REGUIRED YES
- FLOOR DRAIN..........................................5" f, T" It I'� A -;t� W
_W1"-"_
0
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AOAfN5T ANY
Et",
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f
At
16"
UNAUTHORIZED USE -C '5 t:,e -A'- I ''
6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4"
_RAL LAN BY THE ARCHITE TURAL NORK
UNDER FEDF
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THROUOH ROOF.
11CIO (ANCIPA), NHIr ALTIE5.
COPYRIOHT PROTECTION ACT OF H HAS SEVERE PEN
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-T. PROVIDE FR05T-PROOF HOSE B155 NITH EASILY ACCESSIBLE DRAIN $
.1"A
"s
6,
DRAIN COCKS AS REOD. H05E E3155 SHALL BE PROVIDED P41TH 5ACKFLON
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CODES AND REFERENCE STANDARD:
PROTECTION. qV4,", 77 u"
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1. ALL NEN NOR< PERFORMED SHALL CONFORM TO THE 2020 NEN YORK
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STATE BUILDINO COME, 20:20 NEN YORK STATE RESIDENTIAL CODE, 2020
e,. HASTE FROM CLOTHES KA5HER5 AND LAUNDRY TU55 ARE TO BE PROVIDE
NEN YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEN YORK
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NITH 13ACK FLON PROTECTION.
STATE ENEROY CONSERVATION CON5TRUCTION CODE. k
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q THE HATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY NITH LOCAL
-OR ALL NOOD FRAMINO, CONNECTIONS OF
V1,
2. REFERENCE STANDARD USED r
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HEALTH DEPARTMENT STANDARDS AND RE&ULATIONS. �,,,�Q, li,\" z V,� V
HOOD FRAMINO, AND CONNECTION TO FOUNDATION - .2015 HOOD FRAME
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CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER A550CIATION
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(AF4FA) AMERICAN HOOD COUNCIL (ANC). 10. APPROVAL AND INSPECTION 15 REGUIRED BY LOCAL JURISDICTION PRIOR
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TO CONCEALMENT OF PLUMBINO. (.` �:,
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5. ALL PLUMBINC ONFORM TO THE 2020 NEN YORK STATE
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11. NOTCHINO AND BORINO OF 5TUD5, JOISTS, RAFTERS AS PER BUILDINO CODE.
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PLUMBINO CODE.
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NO NOTCHINO AND 5ORIN& OF STRUCTURAL MEMBERS SHALL BE PERMITTED
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NOR ANY P07ENTIAL DAMAOrz THEREOF.
4. ALL MECHANICAL NOR< SHALL CONFORM TO THE 2020 NFN YORK STATE ...... "w,
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MECHANICAL CODE AND 2020 NEN YORK 5TA17E FUEL OAS CODE.
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- -,-,":_ I""", PROJECT:
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5. ALL ELECTRICAL NORK SHALL CONFORM TO 201 ME!-
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CONSTRUCTION COME. TO 2011 NATIONAL ELEC -70 AND 2020 NEN YORK STATE t, 'o t��!
'14
1. ALL NEI,-LY INSTALLED ELEr v
-PA -70 AND 2020 NEIN YOR< STATE FNEROY CONSERVATION
CODE, Nr TRICAL NORK OR APPLIANCES SHALL CONFORM 6',
,7RIC CODE, NFPA t
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ENEROY CONSERVATION CONSTRUCTION CODE.
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PACELLA
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2. CONTRACTOR V41LL FURNISH A FIRE UNDERNRITERS CERTIFICATE UPON 4 %m,
OFNERAL HIND PROTECTION CONNECTION NOTES:
60
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ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL
COMPLETION OF NORK.
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CON5TRUC,TION; 557M 10-cicl AND 2015 SBO HIOH NIND EDITION HOOD FRAME
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5. SMOKE DETECTORS, IN CONFORMANCE HITH NFPA t,
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OENERALLY, VERIFY OR PROVIDE HARD V41RED t"
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1. A CONTINUOUS LOAD PATH BETAHEN FOOTIN65, FOUNDATION KALLS,
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SMOKE DETECTORS W BATTERY BASK-UP IN: g
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FLOORS, 571JDS AND ROOF FRAMIN5 SHALL BE PROVIDED. NO '"AN't
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A. EACH SLEFFINO ROOM 25 MOOSE TRAIL
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2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENINO DEVIC'ES NOT
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INCLUDED IN THE STANDARD BUILDIN& CODE, SECTION 2506 OF IBC SHALL
B. OLJT51DE OF EACH SEPARATE SLEEPINO
BE USED IN ACCORDANCE NITH MANUFACTURERS RECOMMENDATIONS. it
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AREA IN THE IMMEDIATE VICINITY OF
THE BEDROOMS (OENERALLY THE HALLKAY)
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5. METAL PLATES, CONNECTORS, SCREN5, BOLTS AND NAILS EXI OSEP ,4
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DIRECTLY TO THE �IEATHER OR E)UBJECT TO SALT CORROSION IN COASTAL
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DRAWING TITLE:
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AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED SALVANIZED.
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4. INHERE NINDON5 AND DOORS INTERRUPT HOOD 57RUCTURAL PANE
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5HEATHINO AND SIDINO, FRAMIN& ANCHORS OR CONNECTORS SHALL BE
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PROVIDED AT THE TOP AND BOT70M OF CRIPPLE 57JD5, HEA E:R STUDS
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AND AT LEAST ONE STUD AT EACH 51DE OF OPENINO.
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5. RIPOE STRAPS SHALL BE ATTACHED TO EACH PAIR !:)F OPPOSINO
STRUCTURAL DESIGN TABLE
RAFTERS EXCEPT HHERE COLLAR TIES OF I'Wo" OR 2N4" LUMBER 15
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LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH FAIR OF 4,
RAFTERS.
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6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARINS.
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-1. FLOOR TO FLOOR HOLD-DONN5 TO BE PROVIDED EVERY 45" AND EVERY 34t
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6. SILL PLATE TO FOUNDATION ANCHORAOE;SILL PLATE SHALL BE ANCHORED
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TO THE FOUNDATION NITH ANCHOR BOLT5 HAVINO A 1011N. BOLT DIAMETER
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OF AND 5"x5"x�" NA5HERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE
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PROVIDED NITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR
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BOLTS SHALL HAVE A MINIMUM EMBEnMENT OFT' IN SONCRETE/MA50NRY DATE: 2/19/21
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FOUNDATIONS. ANCHOR E30LTS SHALL BE LOCATED WTHIN 12" OR CORNERS tv.
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AND AT 5FACINO NOT EXCEEPINO 4' ON CENTER. R
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SUM NAL-1- BOARD N ,.I�: A 1 1, �I
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1. OYP5UM HALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT v
COMPOUND METHOD.
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2. ALL 0YP5UM BOARD SHALL BE 1/2" ON NALLS AND CEILINO, UNLE55
OTHERN15E NOTED. NATFR RES15TANT (HR) AT DATHRO�)M5 AND INHERE
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LOCATION MAP ;.A
,5. 5/5", ONE HOUR RATED, TYPE X O',(P5UM BOARD ON CEILINO AND NALLS
(INHERE APPLICABLE) AT HEAT PRODUCINO EGUIPMENT TO EXTEND THREE FEET
SCALE: NTS
IN EACH DIRECTION BEYOND THE UNITl AL50 AT HEAT PROnUCINO
EOUIPMENT, CONCRETE FLOOR OR IF PLACED ON HOOD FRAME, INSTALL
CONCRETE PANELS OF 5/e5" THICKNESS MINIMUM.
ol
4. FINISH JOINT5, J-5EAD>5, NAIL DIMPLES, CORNERS, AND EDOES SHALL BE
TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLON 24 HOURS
TO C�RY BETNEEN COATS. FINAL COAT TO BE SANDED SMOOTH.
IF
L "A6'FR%
5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNER5 AND AROUND
ALL OPENIN&S.
6. FASTEN OYPSUM BOARD AS PER FASTENINO SCHEDULE ON PAOE 0-005.
- - -OENERAL
NEW PARTIAL HEIGHT " Q
I
_ EXISTING TO BE DE1r10LI5HED LW
W = N
i
WOOD FRAME (L.G. BTL.
EXISTING TO REMAIN WHEN APPLICABLE)
NEW FOUNDATION WALL 4= L
. W
NEW WOOD FRAME (1_6.
5TL. WHEN APPLICABLE)
NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL
W
c POST FOR 4" ALLS
0
WOOD FRAME L.G. .iTL.
WHEN APPLICABLE) (MIN. (2) 2 xb 5TRUCTURALi'-
POST FOR b" WALLw 0 S), U.O.N. Q
NEW 2-HR FIRE RATED W O0 .
O WOOD FRAME (L.G. BTL. (L Lo Ix
WHEN APPLICABLE)
O
z: 0
QW
J
J 00
Z Cfl
Q Z H
LL. W CD
I` O LA
< 0
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w
H U
U J
e
Q
NATURAL LIGHT I$ VENTILATION
(HABITABLE 5PAGE)
EXIST. EXIST. EXIST. EXIST. EXIST.
FLOOR AREA 100 S.F.
310"Wx3'1" 3'O"WX3'1" 27"WX5T'H 310"Wx311" 3'0"WX311°
D.H. D.H. D.H. D.H. D.H.
% REQ. S.F. PROV.
- - - -—-- - --„ NATURAL LIGHT $ VENTILATION
LIGHTING;MIN. &% -II'-10" 8-10 II'-ll
8.0 S.F. 23.0 S.F.
77-
OF 1
FLOOR AREA i EXIST. -
HABITABLE SPACE)
T' I( �� I
VENTILATION;MIN.
BATHROOM
4% OF FLOOR AREA 4.0 S.F. 10.0 S.F. D ti rn in FLOOR AREA 286 S.F.
rX
® 5K REQ. S.F. PROV.
OA
EXIST.
BEDROOM _ OF FLOORMAREA
22.q S.F. 36.0 S.F.
I +
EXIST. ;
GL. iv - + ;I VENTILATION;MIN.
O d 4% OF FLOOR AREA 11.4 S.F. 15.0 S.F.
• J�2-O' l �
SM/GO cV
EXIST.
iv EXIST. BEDROOM Z
a HALLWAY �•
O SM/CO
O
-- --
_ 3'-O" - -_-j BASED ON 0.0 Ziq'184 THE � ---- ---- --a-------------
-- DORMERS WERE CONSTRUCTED
- — - w Q IN Iggl;THI5 NOTE IS TO CERTIFY
- EXIST. X - THAT THE BEDROOM SPACES
F--
O i EXISTED SHORTLY AFTER THE
ui m 0 BEDROOM E GUST O CONSTRUCTION OF THE n1 w
_ O = T - DORMERS. THEREFORE THE Q
m SM/GO EGRESS SIZE REQUIREMENT 15 to ,
{
-14
X ALLOWED A5 EXISTING w m
N Q-, SKYLIGHT NON-COMPLIANT.
X M PROJECT:
EXIST.
GLPACELLA
NATURAL LIGHT � VENTILATION q, �
(HABITABLE 5PAGE) 5'X'5' ACCESS PANEL 5' KNEE WALL AS-BUILT
FLOOR AREA 204 S.F. '1'-6"
4' KNEE WALL -
% REQ. S.F. PROV. — ------ ----
16'-6" 4-r m
LIGHTING;MIN. 85G 3' KNEE WALL
OF FLOOR AREA 16.5 S.F. 77.05.F. 25 MOOSE TRAIL
VENTILATION;MIN. 5.2 S.F. 13.5 S.F. EXIST. __ CUTCHOGUE, NY, 11935
4% OF FLOOR AREA 3'2"WX3'3"H D.G. EXIST.
5'2"WX5'5"H D.G.
DRAWING TITLE:
EXISTING SECOND FLOOR PLAN
i
PAGE:
A-1.01I. 00
EXISTINO SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0" DATE: 2/26/21 2 OF 3
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/N\4" FRESH AIR VENT rte`
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FULL BATH FULL BATH
NOTE: j
ALL PLUMBIN5 WORK
I I fe SHALL CONFORM TO j
p 2„i I I i O Q4 LOCAL PLUMBING CODE
IL I I 2111 IIL
PROVIDE "ABESGO FP200 FR
1 211
I ( EXPANDING FOAM" (OR EQUAL) X
V I I I AT ALL PENETRATIONS IN FIRE I I LEGEND
p� v I
w I I RATED WALLS AND 31 �v �I I� W.G. i
N I W O I FLOORS/CEILINGS. PRODUCT N =I I= 21 .v HOT WATER
ASTM E 84, AND UCONFORMS TO T 141Q 14
- -- -- - — -- - �-�------ -- �� - - - -- --------- - — ----- GOLD WATER
II �
NOTE: PROVIDE "ABESGO FP200 FR
ALL PLUMBING WORK i EXPANDIN5 FOAM" (OR EQUAL)
SHALL CONFORM TO I I AT ALL PENETRATIONS IN FIRE
LOCAL PLUMBING CODE a, 1 RATED WALLS AND
O O I I FLOORS/CEILIN55. PRODUCT
O NO WORK TO BE DONE O NO WORK TO BE DONE CONFORMS TO ASTM E 814,
ON IST FLOOR 3 CLEANREO
ON IST FLOOR A5TM E 84, AND UL 14'79
d) I z
w EXIST. F.A.I. TO
EIL
REMAIN
- -
ui
G.O. G.O. -- ------------------------- ------—--------- - - �
I
0.0. CONNECT TO I w
4" EXIST. WATER
4" HOUSE SUPPLY SYSTEM I G
MAIN DRAIN G.O. i
TO STREET
HATER MAIN
F
4" PROJECT:
TO SEPTIC
5Y5TEM
m ! PACELLA
!
AS-BU I LT
--_ 25 MOOSE TRAIL
FL.UME3(NO RISER I7RA I N NFLUMB I NO RISER 5UFF1-Y CUTCHOGUE, NY, 11935
SCALE: NTS
SCALE: NTS
DRAWING TITLE:
PLUMBING RISER DIAGRAMS
PAGE:
AW& 0
U .L■
DATE: 2/19/21 3 OF 3
ti 'r
c
Ci{Ifit I*� •V y 1
b
NOTES $ SFEG 11-1(ATI ONS
IT 15 THE CONTRACTOR'S RESPONSIBILITY 7.0 KEEP THIS CONSTRUCTION DOCUMENT BINDER
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
OOETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES,
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLAN5 PRIOR TO WORK
GROUND SNOW LOAD 20 LBS
GENERAL
BASIC WIND SPEED 130 MPH
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE
�
APPLICABLE BUILDING DEPARTMENT.
EXPOSURE CATEGORY B
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER.
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY OENERAL CONTRACTOR. SEISMIC DESIGN CATEGORY B
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES
THER NG SEVERE
AND AUTHORITIES HAVING JURISDICTION.
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY FROST LINE DEPTH 3'-0"
OF THE OWNER./BUILDER
TERMITE MODERATE TO HEAVY
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING
ICE BARRIER REQUIRED YES
WITH THE WORK.
b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE
UNLESS APPROVED BY THE ARGHITE:GT/EN5INEER.
ELECTR AL
-i. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS INSPECTION .;QUIRE®
BEFORE THE START OF FRAMING
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES.
q. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAK= PRECEDENCE APPROVED AS NOTED
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, �5
CERTIFICATES, CERT. OF OCCUPANCY OR
If AND U.L. APPROVAL DATE: B.P.#
B10-wer d or
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA
AND SHALL NOT BE ALTERED OR BL= REPRODUCED WITHOUT WRITTEN FEE: BY:_ and ducts irk W
PERMISSION FROM THE ARCHITECT. NOTIFY BUILDING DEPARTMENT testingQ .y re !red.
FOLLOWING
8 AM TO 4 PM FOR THEE � R
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15
FOLLOWING INSPECTIONS: U
RESPONSIBLE FOR DESIGN INTENT ONLY.
1. FOUNDATION - TWO REQUIRED W
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. FOR POURED CONCRETE F-
14.
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 2. ROUGH - FRAMING & PLUMBING. Additi( al U J
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 3. INSULATION CertlffiC ttQI1
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK 4. FINAL - CONSTRUCTION MUST Q
BROOM GLEAN. BE COMPLETE FOR C.O. May Be Rc quired.
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL ALL CONSTRUCTION SHALL MEET THE
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL 00DE5 REQUIREMENTS OF THE CODES OF NEW
AND ORDINANCES. YORK STATE. NOT RESPONSIBLE FOR
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF DESIGN OR CONSTRUCTION ERRORS% . PLUMB CERTIFICH
THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER EXIST. EXIST.
COMPLETION OF PROJECT. GARAGE GARAGE ON LEAD 3PONTENT BEFOh `r
COMPLY WITH ALL CODES OF CERTIFIC EOFOCCUPAN'
I7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER,
NEW YORK STATE Sc TOWN CODES
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING AS REQUIRED AND CONDITIONS OF
ARCHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND SOLD E USED IN WATER
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF X SUPPLY )YSTEM CANNOT
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) S�t�fiE#@t>3�+1d!t4�?A.���. EXCEEE V10 OF 1% LEAD.
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK
ITSELF INCLUDING THE LOSS OR USE: RESULTING THEREFROM). (B) 15 CAUSED IN SOtt� PErING BOARD I
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE HOWER �� I1Li.-PLU . BING WASTE
\_ S(3�TH61.-B T��TEES
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY � i /�TE LINES NEED
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY \ \� i j EXIST. I _ N.ygpEG9--- Ii, 'i II��Ca : C>RE COV
ERlNG
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 5-i 4'-1.. GL I ELECTRIC OIL PUMP
PARTY INDEMNIFIED HEREUNDER. L I HWT BURNER
OCCUPANCY OR
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING _ �y`�DEMo. I USE IS UNLAWFUL
BUT NOT LIMITED TO FORM-WORK, E3LOCK-WORK, FRAMING, NAILING, PLACING EXIST. WALLS I \\\
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, O ATHROOM _2_$xb_a \��� WITHOUT CERTIFICATE
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT NRI TT
HIEN �s DODRS \ I \ OF OCCUPANCY
AUTHORIZATION OF THE ARGTEGT/ENOINEER. `
L dna TO BE I F' EXI57'04'PRE514\
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REMOVED I 1 3" DIA. LOLLY � YEW
N ARnROF
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS I I � COL. (TYP)
PERTAINING ARE TO BE FIELD VERIFIED. DEMO. I I ( 3-1y4 I x
z
20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK WALL Low z
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. L- o
21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S I
I
SPECIFICATIONS, UNLESS NOTED OTHERWISE.
p I (3) 2"x10" rI '
22. PROVIDE FIREBLOCKIN5 AS PER NEW YORK ACCESSIBILITY STANDARDS. GIRDER _ /
Q I 'ct `na�ae'n ar'E%�r or '
!L
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY �p I TM' JN° I neonx LLS AW m w
ry i
ATA"e)VANCI NO re IN f j"r
RAOR9JClILI1,189.neowaT
UNAUTHORIZED USE UNDER FEDERAL_ LAW BY THE ARCHITECTURAL WORKS O I
I
COPYRIGHT PROTECTION ACT OF IciaO (AWCPA), WHICH HAS SEVERE PENALTIES.
1 ns�mewei'�Tvoliin's,
�V
EXIST'C EXIST. MECH.
EXI5T. 5" DIA. LOLLY ROOM ALL WORK
GL. COL. (TYP) ���
CODES AND REFERENCE STANDARD:_ ACCESSORY �CQ-NO-T ""T1Q0 an
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SPACE 1 allo r R o nxe7 �+
BUILDING CODE, 2015 INTERNATIONAL- RESIDENTIAL CODE, AND 2015 PROPERTY .�INa ' .eR
I I�ANM AI.To
MAINTENANCE CODE. _
2. REFERENCE 5TANDARD USED FOR. ALL WOOD FRAMING, CONNECTIONS OF n I co cA. Z
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME _ ! co• w
dy I Rx!aT,nn i aA,., 4-
2-
, c
CONSTRUCTION MANUAL BY AF 4 PA. 1 _ --r-I "-i _4-HOMe G�
a
3. ALL PLUMBINO WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING ---- s a•� MAN ovwN U
CODE. EXIST. Lu
1 �2- !� '
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL GL. I cA
MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. I 5" MIA.
3" D . LOLLY c•O• ' p
_
4- TO Se"r,
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, COL. (TYP)
eYeTer+
NFPA -10 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 1
TO W•IL1i
BYSTE" w
ir
I
GENERAL WIND PROTECTION FHURRICANE
CONNECTION NOTES: EXISTING FLU I� E3 1 I ` O RISER - DRAIN / I�IASTF / VENT
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL DOORS TO BE "III,
CONSTRUCTION;55TD 10-qci AND 2015 5BC HIGH WIND EDITION WOOD FRAME DEMO. WALL REMOVED 2¢x(a CONSTRUCTION
I. A CONTINUOUS LOAD PATH BETWIEEN FOOTINGS, FOLNDATION WALLS, LT- SCALE: NTS M /FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. - -----, 2¢xba rj , QO2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOTINCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALLBE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 7_2 , 7,-2 DEMO. WALL
• 7c, r
FOR NEW 8'3" OPENING
3. METAL PLATES, CONNECTORS, 50REWS, BOLTS AND NAILS EXPOSED {r• -
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL i 1 I
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I }
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 1 1 Q
5HEATHIN5 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE G '� 1
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS EXISTINX1571NO
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. D.H. EXIST'G EXISTING
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING i 5" DIA. LOLLY 46"x36" O
RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED 1 COL. (TYP) CASEMENT
IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. EGRESS PROJECT:
b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. WINDOW
1. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 48 AND EVERY r 1 (5) 2"xIO" �
16" WITHIN 4' OF EXTERIOR CORNERS. GIRDER r 5N„��o n„�Ns�ooe PACELLA
8. SILL PLATTWO wuNe
E TO FOUNDATION ANCHORASE;SILL PLATE SHALL BE ANCHORED I nOORnN41-1"OT or�
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER
OF J" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE I IanHM K4
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR -�°1TLYM RESIDENCE
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY ~'-"-"�� ,CR
FOUNDATIONS. ANCHOR BOLT5 :SHALL BE LOCATED WITHIN 12" OR CORNERS
I•RO•ADC•,eco„P2W PR
AND AT SPACING NOT EXGEEDI'NG 4' ON CENTER. ATALL�T,U„�,0,«�
RAT®w.ue e
-=,=-TT moat I M1OOR&IM LIM". rRaOXT
a � ! I T��X14. 25 MOOSE TRAIL
CON1451TED TO CUTCHOGUE, NY 11935
r
I
� I I
[wer.wmx I I
_____________________________ ________________________.4
. .._.._.._._.._.._.._.._.._.._.._.._.._.._. ..
0 10 1/4N=1'-ON DRAWING TITLE:
F aT.aa A.TM 1 ' GENERAL NOTES
I
INSULATION FENESTRATION REQUIREMENTS 17F-MO 13ASFEMENT PLAN s 20 �Q ?°�Q DEMO BASEMENT PLAN
PLUMBING RISER DIAGRAMS
SCALE: 1/4" = 1'-0" _
__ }
COMPONENT PROPERTIES NYSEGG 2015 TABLE COMPLIES ._._.._._._..,�_.._._.._..�_..___-_._-._-_._---_-_._.._..; TO.RIVATE
R402.1.2
FILL CAVITY W/ MAX NYSEGG TABLE G503.1 ,t
CEILING b WALL CAVITY BATT INSULATION (EXCEPTION #3) YES PAGE:
THICKNESS AVAILABLE
NYSEGG 402.1.3 AND TABLES
WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM YES
LEAKAGE 0.30 CFM/5F U-FACTOR=0.35 MAXIMUM A-100
AIR LEAKA6E=0.30 CFM/5F
FL_UME31 NO RISER - SUPPLY
SCALE: NTS DATE: 3/13/2020 1 OF 2
4
NW
I.L
U
w
U
U J
Q
EXIST. EXIST.
GARAGE GARAGE -
QL to�
H
NFRA
HOWER D
R
ELECTRIC OIL PUMP
m HWT BURNER
EXIST.
BATHROOM R-15 INSULATION
O 2&x6& (TYPJ
FIRE RATED
DOOR i i 1 fw e
-"30
I
w C6
+6 c 6 ' Y
EXISTING
13'X32"
\^ " TYPE 'X' WINDOW
`` GYPSUM BOARD "''�
�O �
l•v co
�.10" a�
0
AGGE55ORY EX 15T.
STAGE GL. O
EX15T. MEGH.
ROOM
� O
N �
�p R-15
a INSULATION
(TYP)
EX15T.
LG
N
z
ow
" TYPE 'X' 2
6YP5UM BOARD 2
O
U
Q
� w
r �
m fl�
EXISTING
59"X35" O
EXISTING �
GA5EMENT 7�
EGRESS
WINDOW _
r
9�. 741353�
I
PROJECT:
PAC E L LA
RESIDENCE
25 MOOSE TRAIL
CUTCHOGUE, NY 11935
0 10 1/4"=1'-0" DRAINING TITLE:
FROFOSED BASEMENT PLAN 5 20 PROPOSED BASEMENT PLAN
5GALE: 1/4" = 1'-0"
PAGE:
A-101
DATE: 3/13/202 1 1 OF 2