HomeMy WebLinkAbout43476-Z :f- 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#: 43476 Date: 2/15/2019
Permission is hereby granted to:
55 Cox Neck Road Realty LLC
9 Colonial Dr
Upper Brookville, NY 11545
To: construct single-family dwelling as applied for per SCHD approval.
At premises located at: r�l ��
1015 Royalton Row, Mattituck \V/
SCTM # 473889 u I L-b I EU
Sec/Block/Lot# 113.-7-19.36
Pursuant to application dated 2/8/2019 and approved by the Building Inspector.
To expire on 8/16/2020.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $4,445.60
CO -NEW DWELLING $50.00
Total: $4,495.60
A —
Buil g c or
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. 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. 6-
New Construction: Old or Pre-existing Building: (check one)
Location of Property: �(� _ROUALZo 3 &92 MA-TTtTUGte-
House No. Street Hamlet
Owner or Owners of Property: 55 eoX aEe_V Ra
Suffolk County Tax Map No 1000,Section w2, Blocky 7 Lot 19 -36,
Subdivision G -rA.-CoC A�T P-opI ,u DQ b.T Filed Map. Lot:
Permit No. o Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST) - H
'FOUNDATION (2ND)
z
ROUGH FRAMING&
PLUMBING - y
INSULATION PER N.Y: y
STATE ENERGY CODE
10 C -�f� ,'
°
FINAL
ADDITIONAL COMMENTS
0
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L
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. 7i
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
FAX: (631) 765-9502Survey
South oldtownny.gov PERMIT NO. Check
'--+Septic Form
I Ate. . :C.
TT"Stees
C.O.Application
Examined ,20 g"/ "N�t
--�-t—' Truss Identification Form
M' ��� � ' I i Storm-Water Assessment Form
Approved 2 �1 \ Contac g fu ca5 &,heo �QuM
Mail to. �
b(�tu. av
Disapproved a/c CO �t �� F� l�epZ�a9 .�ct1 �e t(9 7p,
aU D1iti-' u ►Cs� Phone: GN-Z68- l"Eo�{
Expiration 20 .
D � L��d� ccs
OFS
g Inspector
PLICATION FOR BUILDING PERMIT
T� INSTRUCTIONS Date ��v cam l _, 20_�
18I1IL1�Ii m s DEPT.
a. T pplVN Ica�o®1C�IUS®becom completely filled in b
P Y y 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
steal I 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 extension 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 Country,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings,additions, or 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 building for necessary inspections.
( ignature of applicant or name,if a corporation)
�� -r4AIM
(Mailmg r�v ,k a44 a� tly1�
pplicant) �—
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises 'j_6 C67F, t46,-_-t1_ Ac) RET� 1 UZ'-
(As on the tax roll,or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. T 0 0
Plumbers License No. 7-Bp
Electricians License No. 7_176 pt
Other Trade's License No. 1(6 b ,
1. Location of land on which proposed work will be done:• 4 ,
_I(1 'Roy ray 7o0-)
House Number Street Hamlet ;
County Tax Map No. 1000 Section 16'1 Block__ - .01 Lot > 3
Z. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy --c-
b. Intended use and occupancy 2-• 6-co IZ4 <i 4'�4oL/� J-tt Li -D Lo a-"j 06r,:
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 4 S-,00, Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units / Number of dwelling units on each floor } a�
If garage, number of cars Z-
5. If business, commercial or mixed occupancy, specify nature and extent of each type of use. W('C-
1. Dimensions of existing structures, if any: Front Rear IoN► Depth
Height tiq Q Number of Stories_��
Dimensions of-same s_tructure,with alterations or additions: Front dp, Rear
Depth Height 10 Number o Stories (,
3. Dimensions of entire new construction: Front v -o " Rear 8 -o`' ; ` Depth S q°-0
Height 3 L= Number of Stories' y ,
�. Size of lot: Front • 75-. 2-7 Rear �9 f-7`l Depth (75,00
10. Date of Purchase kL Name of Former Owner
11. Zone or use district in which premises are situatedy
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
'? 'Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES NO
_ 17.
5 �5X t`l£G!�'IZZ�tl9 f3�i�Bc� p�IJ�
14. Names of Owner of premises LLZ-,- Address u fl UG tagg Phone No. I- Zg�-8 56o
Name of-Architect 6Lt goc,ks A% V etz , iTE& Address, «`' "`' ��ut n►• n lephone No 6.-,,1 1 b
Name of Contractor T iS D 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�2EQUIRED.
b. Is this property within 300 feet of a*tiddl wetland? * YES NO �✓/
ti * 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.
STATE OF NEW YORK)
SS:
:�OUNTY OF v out
A, being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
;S)He is the 4cii-T�q
(Contractor,Agent, Corporate Officer, etc.)
>f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
hat all statements contained in this application are true to the best of his knowledge and belief; and that the work,will be
)erformed in the manner set forth in the application filed therewith.
Danielle L Cww
3wornbefodamof his 20 Public,State of New York
!!�� 01 CA6186879
y u€l iedrin_Suffoik(_7C�}ou
I�n1^y M��ti I^� APrl
v
Notary Public Signature of Applicant
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex �Qf S0 P.O. Box 1179
54375 State Route 25 �0� Ol0 Southold, NY 11971,
(cor. Main Rd. &Youngs Ave.)
Southold, NY Telephone: 631 765-1938
cn www.southoldtownny.gov
r4UNT`1,�
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
December 20, 2019
t
Mr. Steve Libretto
11605 Sound Avenue
�Mattituck, NY 11952
Re: The Estates at Royalton
Located at 55 Cox Neck Road, approximately 490 feet north of Sound Avenue,
Mattituck
SCTM#1000-113-7-19.23 Zoning District: AC
Dear Mr. Libretto:
The approved road and drainage plan for the subdivision referenced above contains a
notation that the utility pole located at the entrance must be relocated (see attached).
This must be completed prior to building permits being issued.
Should you have any questions, please contact the Planning Department.
Sincerely,
J
Heather Lanza, AICP
Planning Director
Encls.
CC. Charles Cuddy, Esq.
William Duffy, Town Attorney
eMichael Verity, Chief Building Inspector
James Richter, Stormwater Manager
off��
Town Hall Annex a� Telephone(631)765-1802
54375 Main Road _ Fax(631)765-9502
P. O. Box 1179 x
Southold, NY 11971-0959
- _ Bs-U-D-1 G' I�E PARTIVi ENT
NOTICE OF UTILIZATION OF TRIJ.SSJ'YPEACONSTRUCTION, PRE-ENGINEERED
WOOD C0NSTRUCTl0lQ,BIND/6W '(MBER CONSTRUCTION
Date:
Owner: 5-5CoK cam` � �Ea�c,->y , l,LC—
Location of Property: IWRG yo�mi'�- � (����t-ttT,Q .V--
Plead6take notice that the!(c�6ck pppliCable-line): r:
New commer l= r: esid tit110'structdri :
5
-,Addition to, i�,(it'>41c' omrv"i .;ial:'or residential stWura
kOhabilit9tibn46.8n existing tmmercial or resin p a(i structuCe,
to bexonstruct r performed at the s4fect property refererice above:v�ki*1 Sze
(check applicab",le..live):
Truss type eon!�truction(TT) .,
y
Pre-engiae®`t`e `eaas�trkiction (P1Nt} -
Timber constfLAcEt-.(-T--C} .
in the following location(s) (checWapplicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof-framing (FR)
Signature:
Name (person submitting this form):
Capacity(check applicable line): ;
Owner
✓ Owner representative
TrussRegl5.ddcx Effective 1/1/2015
P '
Scott A. Russell ,��°Su '� STORIM[WA\TJER,
SUPERVISOR �
z I��l[A\1�A,G]EN[]EN'7C'
SOUTHOLD TOWN HALL-P.O.Box 1179 O
53095 Main Road-SOUTHOLD,NEW YORK 11971 '�y�O Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
OCT-.2 --- -�_• -
DOES =5 PROJECT INVOLVE ANY OF THE FOLLOWING:
Yeso
(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 aria.
❑ •C/100
Site preparation on slopes which exceed 10 feet vertical rise to
feet of horizontal distance.
❑ D., Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
i
❑7F.
Site preparation within the one-hundred-year f loodplain as depicted ,on FIRM Map of any watercourse.
❑ 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 with your Building Permit Application.
"
APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other)
S.C.T.M. #: 1000 Date_
p District
NAME: tAWANo RS �cV L.4 (�3 7 11 ,3411 6-1,Z^ts
r Section Block Lot
"FOR BUILDING DEPART)NIENT USE ONLY
Contact Information
7dcohwc Number;
Reviewed By: p
- - - - - - - - - - - - - - - - - -
Date-
Property Address/Location of Construction Work: — — _ _ _ _ _ _ _
®RoyA&-��� Approved for processing Building Permit.
�� Stormwater Management Control Plan Not Required.
tormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014
d
APPLICANT. S.C.T.M. #: 1000 �' sSWQ* CHAPTER 236
(Property Owner,Design Professional,Agent,Contractor,Other) �,,�
( t k3 6 9
7 t =?ru Stormwater Management Control Plan CHECK LIST
NAME: `�S /'�. Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
Ple.xe Prinl
ate: The applicant must provide a Complete Explanation and/or Reason for not providing
t" 8"I G^(2^(cs all Information that has been Required by the following Checklist!
i it Tcl<planc Number
1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE If You answered No or NA to any Item, Please Provide Justification Here!
show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper,
a. Location & Description of Property Boundaries
b. Total Site Acreage. i/ DR IRI
A )NS ARE REO.HIRM
c. Existing - Natural & Man Made Features within 500 L.F. Co tart TOS Fnginppringnt _
of the Site Boundary as required by§23s-t7(CI(2). ,
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water.
e. Limits of Clearing & Area of Proposed Land Disturbance.
f. Existing & Proposed Contours of the Site (Minimum 2 Intervals) SEROS1EDIMENT CONTROLS
g. Location of all existing & proposed structures, roads SMall include ut not be limited to:
driveways, sidewalks, drainage improvements &utilities. 0 Well maintained Construction
Entranrp
h. Spot Grades & Finish Floor Elevations for all existing & ® ireBacked Silt Fencing, sta '
proposed structures. eeding of exposed an
I. Location of proposed Swimming Pool and discharge ring.
J. Location of proposed Soil Stockpile Area(s). r/ �.x�#*JOA M4 l?lZ tAL. —ra c3 f, Lic --1i 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.
;! t
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, pj v ( � S /�� G��
b. Construction Entrance & Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) J -T'-;,
d. Leaching Structures (e. . infiltration basins,swales,etc.)
--
"" FOR ENGINEE, t G EP TMENT USE ONLY`***
I Additional Information is Required.
Reviewed & I
Approved By: El Stormwater Management Control Plan is Not Complete.
—
- - - — — — — — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Complete.
Date. 1 SMCP has been approved by the Engineering Department.
I
FORM * SWCP Check List-TOS MAY 2014
Town Hall Annex �� �jS Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P. O. Box 1179 x
Southold, NY 11971-0959
•
.B_.1ILD_IN_ DEPARTMENT_.-__
NOTICE OF UTILIZATION OF TRU.SS7TY145.-CONSTRUCTION, PRE-ENGINEERED
WOOD CON STRUCTION-AN D%OI2.T4MBER CONSTRUCTION
Date:
Owner: �� GoK ��� '�Ea�.� LA�C-
Lobation_of Property:
Pleas6 take notice that th6.;(cF'60k app(ic�able line):
New commerciW.eil ,esiclent{al structure`
°•Addition tolaxis,`tommlorcial,-or residential styLic(ure
i kq.habilitatibhJfb an existin ,inmercial or resi'de'�•
- • �; .9_ nfial¢structyre•,--
to bevconstr0f `*performed at the suk ject property reference above.ma",tlfif ze
(check applicabje.fl ne}:
Truss type. on$truction (TT) .
,.
qd
Pre-engine" i�vQ' +e_oVrpction (PW),
Timber const'rud#ir :(T },
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing,(R)
Floor and roof-framing (FR)
Signature:
Name (person submitting this form):
Capacity(check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
From: Steve Libretto <steve.libretto@me.com>
Sent: Tuesday, February 05,2019 3:01 PM
To: Lanza, Heather
Subject: Estates at Royalton
Attachments: imagel jpeg;ATT00001M FEB o 6 2019
Sout -O Town
Hi Heather, Planning Board
I just wanted to let you know that the Telephone pole that was located in the road has been removed. Attached
is a photo taken today to show that is gone.I will let Jamie Richter know as well.
Best Regards,
Steve Libretto
W
i
17.
.'f'S.. ,... i � '• -�-�q-�.""r -.y.M,.,,.�+mss
IW t- ++tqk j• a Sys k^t..-
t
Notes
C0 No. Date Description
_ SUFF.CC.HEALTH -
1CF®F E��1S1`>8VATER gd
EBL-
® GT'
/GPS Cleanout must be lnstanecron the
GPS /.• r �� - ! septic tank inlet waste line.All utilities Seal / Signature
I _
F a require a 5ft minimum separation to
9 �
the septic system. � E�
00 3
a ! Project No.: 1608
ESTATES AT
U� (5 gSW6o O"oo-a°b
1Na��051 �0'0'
G \
[� O 37N•d � 4s; 3"x5" sG�-Is AREA ROYALTON
Royalton Row
003n00 GROSS FLOOR AREA 4,2700 25 SQ FT Mattituck,NY 11952
LOT 7 SITE DATA: Town of Southold,Suffolk County,NY
nJ•
SUBDIVISION MAP: AT
ROYA TON AT MATT TUCK,STOWN OF S.C.T.M :
SOUTHOLD SCT" 1000-113-07-Iq.23 1000-113-07-19.eP,3�
SITE PLAN INFORMATION TAKEN FROM
/ SURVEY PREPARED BY YOUNG * YOUNG
/ LAND SURVEYING 2-21-17
/ AREA = 32,380 SQ FT. (07-455 ACRE) Architect of Record
PROPOSED SANITARY SYSTEMS SHALL BE IN V
TEST HOLE DATA TAKEN FROM Nicholas A. Vero
ACCORDANCE WITH THE STANDARDS FOR �
.v
g5& / YOUNG 4 YOUNG SURVEY APPROVAL OF PLANS AND CONSTRUCTION FOR
um i gig ,191 DATED 4-4-16 SEWAGE DISPOSAL SYSTEMS FOR SINGLE Architect PC
P �P - - FAMILY RESIDENCES DATED DECEMBER 2q, 2017
120 Mill Road
� _ __�-
TEST HOLE #1 TEST HOLE #2 PROPOSED SANITARY SYSTEM: Westhampton Beach,NY 11978
AT:631-288-1404
\� 0-0' 001 6 BEDROOM HOUSE - NO GARBAGE GRINDER F:631-288-0549 E:nveroarch@aol.com
GA USE: (1) - 2,000 GALLON SEPTIC TANK
PRE-CAST CONCRETE SEPTIC TANK SHALL BE Date Scale
SILTY LOAM WATERTIGHT INCLUDING ALL INSERT PIPE
SAND SILTY FITTINGS Q p
LOAI`IY SAND (2)- 8'-0" DIAI1. x q'-O" DEEP LEACHING POOLS 1-0-10 1"=40'-0"
(50% EXPANSION)
------- 'i.0' ------- 5.0'
SITE PLAN ASSESSMENT: Drawing Title
SQUARE
N LOT AREA OTAGE: 32,380 SQ. FT.
SITE PIAN LOT 7
FIRST FLOOR 287q SQ. FT
GARAGE 547.50 SQ. FT.
FRONT ENTRY PORCH 315.00 SQ. FT. Drawing No.:
el —FE
� � � ��� SAND $ SAND � REAR DECK 534.75 SQ. FT.
W JIL
GRAVEL GRAVEL
PROPOSED LOT COVERAGE:
E
SGALE: 1 " =40'-0" LOT AREA: 32,380 SQ.FT.
HOUSE, GARAGE, ENTRY PORCH, REAR DECK
= 4276.25 SQ.FT / 32,380 SQ FT x 100
17.0' = 13 21%
r
Notes
0, APPROVAL OF STO M1A/ATER MANAGEMENT No. Date Descri
—� ---- -
CONTROL_ 2ECTIONS
Cod C er 236
�0 ^ - - ----- -- -- --- - -- - ---- - - - - Date.--Z �f- -Approved b :
DRAINAGE I ARE REQUIRED
Contact TOS Engineering at 765-1560 before
CO Backfill, OR Provide Engineer's Certification
that the drainage has been installed to Code.
i
-GAS�GPS •• or Seal/ Signature
EROSION &SEDIMENT CONTROLS
Shall include but not be limited to: RED A
A well maintained Construction Entrance,
4 \ Wire Backed Silt Fencing, stabilization &
�•� cow •
w TH#2 F \\ �' V Seeding of exposed and/or inactive soils.
\(99 •9� ` ,
\ \
/ \` N,� NS roject No.: 1608
UT ESTATES AT
r3`a o a g a�� \ ,-
�5 g� 5 �d ly ROYALTON
5Y'9 r," oao
ooh sN�oyZa� � �'�o�3„ca S<s� 3"xS" SCDi4S AREA
Royalton Row
GROSS FLOOR AREA = 4,27r. 25 SQ.FT. Mattituck,NY 11952
/ LOT 7 SITE DATA: Town of Southold,Suffolk County,Z
SUBDIVISION MAP ESTATES AT ►7c�.C.T.M#:
ROYALTON AT MATTITUGK, TOWN OF
SOUTHOLD SCTM 1000-113-07-lq.23 1000-113-07-19.36
/ SITE PLAN INFORMATION TAKEN FROM
SURVEY PREPARED BY YOUNG $ YOUNG
LAND SURVEYING 2-21-17
AREA = 32,350 SQ.FT. (0.7433 ACRE) Architect of Record
� PROPOSED SANITARY SYSTEMS SHALL BE IN Nicholas A. Ver(
TEST HOLE DATA TAKEN FROM ACCORDANCE WITH THE STANDARDS FOR
YGUNG * YOUNG SURVEY APPROVAL OF PLANS AND CONSTRUCTION FOR
WP ,149 / DATED 4-4-16 SEWAGE DISPOSAL SYSTEMS FOR SINGLE Architect, PC
FAMILY RESIDENCES DATED DECEMBER 29, 2017
120 Mill Road
Westhampton Beach,NY 11978
TEST HOLE #1 TEST HOLE #2 PROPOSED SANITARY SYSTEM- T:631-288-1404
00, 001 6 BEDROOM HOUSE - NO GARBAGE GRINDER F:631-288-0549 E:nveroarchCa ac
USE: (1) - 2,000 GALLON SEPTIC TANK
PRE-CAST CONCRETE SEPTIC TANK SHALL BE Date Scale
V SILTY LOAM WATERTIGHT INCLUDING ALL INSERT PIPE p p
SAND SILTY FITTINGS
-
LOAMY SAND 5'-0" DIAM. x 9'-0" DEEP LEACHING POOLS 1-5-1 S 1"-40'-
(50% EXPANSION)
N ——————— so, ------- 5 0'
SITE PLAN ASSESSMENT: Drawing Title
SQUARE FOOTAGE: SITE PLAN LOT 7
LOT AREA 32,380 SQ. FT
FIRST FLOOR 2579 SQ. FT
�j Q I �I GARAGE 547.50 SQ. FT.
S I _T E 1 L A ' `� SAND 4 SAND EARTDE DECK
PORCH 534 75 315.00 so FT. Drawing No.:
W E GRAVEL GRAVEL
SCALE: I " =40' -O" PROPOSED LOT COVERAGE:
LOT AREA: 32,350 SQ.FT.
HOUSE, GARAGE, ENTRY PORCH, REAR DECK
S = 4276.25 SQ.FT. / 32,350 SQ.FT x 100
17 O' 17 0' = 13.21%
Notes
No. Date Descri
-GAS r
DRAINAGE CALCULATIONS: � � °�
PQ
N H, EROSION &SEDIMENT CONTROLS
ROOF AREA A- 217400 SQ. FT.
°fes \ Shall include but not be limited to:
2,400 SQ. FT.x 0.167 x 1.0 = 401 CU. FT. ;6p.0� \ A well maintained Construction Entrance,
PROVIDE: (1)- 10' 0 x-6' DEEP D.R. = 410 CU. FT. STORAGE ��5.2� \ Wire Backed Silt Fencing, stabilization &
25'WIDE CONSTRUCTION \ Seeding of exposed and/or inactive soils.
ENTNCE W/STABILIZED
ROOF AREA'B'- 1980 SQ. FT. / BASE C 1
OURSE OF 8.TkI CK ` \
RUBBLE/RECLAIMED \� Seal/ Signature
12980 SQ. FT. x 0.167 x 1.0 = 331 CU. FI'. CONCRETE ���'t
PROVIDE: (1)- 10' 0 x 5' DEEP D.R. = 342 CU. FT. STORAGE ,= �L SD ��,, R�U
DRIVEWAY AREA'C'- 2,190 SQ. FT. _ ` `
Z 190 SQ. FT. x 0.167 x 1.0 = 365 CU.FT. IJ{tYwE�L ✓1T
.A. � � _� ROOF ` C
PROVIDE: (1)- 10' 0 x 6' DEEP D.R. = 410 CU. FT. STORAGE / -= ;' -�' 'A'
FOR DRIVEWAY DRAINAGE PROVIDE TRAFFIC ---_--`- L
BEARING CAST IRON GRATE-FLUSH W/ASPHALT / p �, ,—— ROOF ; s
PAVING 0 � Project No.: 1608
ESTATES AT
ROYALTON
EXCAVATED AREA
= 1750 CU.YD. �, ,, �\ i ,Oji Royalton Row -
Mattituck,NY 11952
`\ v
SOIL STOCKPILE Town of Southold,Suffolk County,i
\
AREA `; S.C.T.M#:
ourrAND \\ TO BE USED FOR
HEAVY EAVYGCASTI \ ' BACKFILL ONLY � 1000-113-07-19.36
LOCKINCOVER TO GRADE \
-_�_r._n��lil=in=Iii=;il:�,I_.I, "_ ---,:I_'_•_� =11:=�IIJ11_I(-ll_��-='�_G'=ii���; \ ,-'
INSTALL SILT \ Architect of Record
a Ii-Ill;lil-fQ= ._� ;, ,i W ,,. ,, i• T lil _ -,1•,_I,- ,I_ \ L,
'• i`-fI'I I �;:.4!-. I-�zi,`, . _ ' -i --24"AROUND& __ei -11 -11-,(11 \
�., I«� I,'_�I=1uaACKFlLLwi - - I_=-rl- FENCE pfd. Nicholas A. Ver(
121' - _I�.I. ' .11:._11-'i11 \ '1
7 cLEANGRAVEL ='i:_i_I• PERIMETER OFr�9
- ---(-•iSl--�i--11r-- I_-!!,,_I--_'--=��•'-[`=t1-Il. lrFlr_1='t�,r-.;- :-
REAR YARD \ - L�29 Architect, PC
INLET ® M M ® ® ® ® ® M I
120 Mill Road
MIN.4-DIA SDR O® ® ® ® ® ® ® ® r
35 PVC PIPE OR I — — — Westhampton Beach,NY 11978
EQUIVALENT 0® ® M ® ® ® ® I~
PITCHED MIN I DRAINAGE INSPECTIONS ARE REQUIRE T 631-288-1404
Y4"/FT. ON ® M ® ® ® �r ZD I at 765-1560 before'
02 ®, ® ® ® [>� Contact TOS Engineering F:631-288-0549 E:nveroarch@ac
N Backfill, OR Provide Engineer's Certificatio
on ® ® ® ® that the drainage has been installed to Codpate Scale
0® ® M ® ® I 1-8-18 1"=30'-
I
SFFE PLAN
a® ® M I W E Drawing Title
I_ 10' SCALE: I I! =moo'—o!' SITE PLAN LOT 7
DRAINAGE RING DETAIL APPROVAL OF STORMWATER MANAGEMENTDrawingNo.:
N.T.S.
S CONT P N -T Code apter 236
Date: i-I
Approved b
Notes
C SUFFOLK COUNTY DEPARTYMNT OF HEALTH SErT,110ES
No. Date Description
—�- PERI"IT FOR APFROWA- •01, FOR A
OY"r' f�11 k"y�.•te.`SdF.�B.-��.5'�i Cr1�4u 3
MR
ol
DATE 2 0 2G FIS REQ �t0. _r
APPROVED
FOP MAX t OF.�BEDRUOM3 JAN 1 � 1013
CO EXPIRES P.EE N"T S FROM DATE OF APPROVAL SUFF.Co-PIFA.TH SERVICES
OFFICE OF WAS ATER ml---r
Cleanout must be Installea-on the
GASB . ` Seal/ Signature
,• F� , septic tank inlet waste line.All utilities
6� ?,Y require a 5ft minimum separation to
the septic system.
C.
fo
OA Oma F4�<T 0\ter
Project No.: 1608
/ •x(30091` -d ° �� ; - ESTATES AT
U l5 eSN' 1N`3ONaO�Id � '
1N��30 52°ate aO,s, �l psi 3"X5" scD�-Is ARI=A ROYAL
TON
Royalton Row
-GROSS FLOOR AREA = 4,276.25 SQ.FT. Mattituck,NY 11952
�o
LOT 7 SITE DATA: Town of Southold,Suffolk County,NY
/
Zlb.
SUBDIVISION MAP: ESTATES AT .II.��
ROYALTON AT MATTITUCK, TOWN OF S•C•T•M #:
SOUTHOLD SCTM 1000-113-07-lq.23 1000_113-07-19.--1-7.3e
SITE PLAN INFORMATION TAKEN FROM
/ SURVEY PREPARED BY YOUNG # YOUNG
/ LAND SURVEYING 2-21-17
AREA = 32,380 SQ.FT. (0.7433 ACRE) Architect of Record
PROPOSED SANITARY SYSTEMS SHALL BE IN Nicholas A. Vero
TEST HOLE DATA TAKEN FROM ACCORDANCE WITH THE STANDARDS FOR
P 23Fj 0� / YOUNG 4 YOUNG SURVEY APPROVAL OF PLANS AND CONSTRUCTION FOR
'1Jip'�Pb i5 294 r1� (DATED 4-4-I6 Architect, PC
SEWAGE DISPOSAL SYSTEMS FOR SINGLE
FAMILY RESIDENCES DATED DECEMBER 2q, 2017
120 Mill Road
Westhpmpton Beach,NY 11978
TEST HOLE #1 TEST HOLE #2 PROPOSED SANITARY SYSTEM: T:631-288-1404
0'0' 6 BEDROOM HOUSE - NO GARBAGE GRINDER F:631-288-0549 E:nveroarch@aol.com
0
USE: (1) - 2,000 GALLON SEPTIC TANK
PRE-CAST CONCRETE SEPTIC TANK SHALL BE Date Scale
SILTY LOAM WATERTIGHT INCLUDING ALL INSERT PIPE
SAND SILTY FITTINGS
LOAMY SAND (2)- 8'-0" DIAM. x 9'-0" DEEP LEACHING POOLS 1-QQ0 p-18 1 11
1101-011
(50% EXPANSION) �`F
------- 5.01 ------- 5.0'
SITE PLAN ASSESSMENT: Drawing Title
N SQUARE FOOTAGE: SITE PLAN LOT 7
LOT AREA 52,350 SQ. FT.
FIRST FLOOR 2879 SQ. FT"
GARAGE 547.50 50. FT. -
SAND 6 SAND d FRONT ENTRY PORCH 315.00 50. FT. Drawing No.:
I � � FLAN
��� REAR DECK 534.75 SQ. FT. '
GRAVEL GRAVEL
PROPOSED LOT COVERAGE:
W E
SCA L)=: I 11=401-0 11 LOT AREA: 32,380 SQ.FT.
HOUSE, GARAGE, ENTRY PORCH, REAR DECK
= 4276 25 SQ.FT. / 32,380 SQ.FT" x 100
S r7"0' 17 0' s 13.21%
Al a w
400 OSVonacr Av-.RNo—h No,+Ywk 11901
toi 631721 5-03 1ax.6311210144 .
m admhayangcrgurcr°yCon
� �`' pR`a.3q sp mos �' Oltltc��.ijOLtltc�
93 \ s
rb..o-e vt Yo�mg Lama s�rv,
Tama G FAA -t P,01511-1 E4
#SO Davgloa E AOoma Prolevl=rial Englr.__.
Rvbc G Taet-,hft—
o0
4q U2 /
4g5- _� 3
9 T,'
NJ°14 9
I'llGTrp RIM•4340 p
SOLE TO S
12-5`140
4q-s7
TED 4
49.3]
IkbP o p'T rs.>a a
S3
9934 Abhy Pppn9
^O� 9p
sm�TS�D Ip APY � s��
110 pb�� R11E4600
41 Y Pb Ab 436 \ p7
93ST \"00
m q
CB-151 43-2q
4 ry RM-46A0 43 4304
$ Ro- 1E=42.00 N 9338 FLANNINS BOARD CERTIFICATION
Y 1.
429q
I _ 4264 THIS IS TO CERTIFY T4AT THIS SUBDIVISION FLAN HAS BEEN
APPROVED BY THE PLAWNS EOARD OF THE TOWN OF SOUTHOLD.
O
Imo' 1 DATE OF APPROVAL
F3Y GNAIR=ER30N
ENSINEER'S CERTIFICATION
INTERSECTION OF ROYALTON ROW b COX NECK ROAD ROYALTON ROW DIVIDED HWY.NORTH ROYALTON ROW DIVIDED HWY.SOUTH
1 HEREBY CERTIFY THAT THE YIATER SUPPLY(S)AH0/OR 5EWA6E
scale.1' 20' ' ' Scale,1' 20' 5ca1e.1'c 20' DISPOSAL SYSTEM'S;FO¢THIS PROJECT Y®iE DESI6IZO BY)E
OR UNDER lit'DIRELTON BASED UPON A L Ro'
STUDY OF THE SOIL,SITE AND 6ROLHDWATER TION5, '
LOTS.AS PROPOSED.CONFORM TO THE OLK GOUNP/.
DEPARTMENT OP HEALTH SERVICES CDN5 TON STANDARDS I
T EFFECT AS OF THIS DATE. /�,�/„
�/dzsmeo�.xol.—� -!
HOWARD W.YOUNG,N.Y5 LS.NO.45b93n i `
THOMAS
L WOLPFRT,N YS PE.NO 61483 '/�:
DOU6LA E ADAMS,RY5 PE.NO 8084- \ti G-'~'
g Sp SURVEYOR'S CERTIFICATION
.� •I HEREBY L FY THAT ALL LOTS SHOWN ON THIS PLAT
COMPLY YUTH THE BULLDMG ZONE ORDINANGB OF THE TOWN OF
SCVTHOLD,F-XZEPT AS MODIFIED PURSUANT TO SECTION 210 OF
Fj THE N.Y.S.TO/1N LAYI 4 ARTICLE XVIII OF THE O OYYN
C 4405 OF SOU HOLD44--00
' .<.
'1 HEREBY LERTFY THAT THIS MA fHADE.BY ACTUAL
45 q RIGHT OF YRAY VARIES -I SURVEYS COMPLETED AND TNA ALL CONCRETE
4995 °
y� ARE CORR CTL Y S 7HU5 ACTUALLY 16 AND AND
6 POSITIONS
c ARE ILS ARE
REC AND ALL D1�91 IOW41.Atm 6FADETG
9 4,00 \900 D/' € rt I DETAILS ARE COR1REc
,yT 44� 25-0' 25'-0' .,
PAVEMENT 22-0' PAVEME=NT
C PS ADy w0 i S'-0' 6'-0' 14'-0• B-0'
MEDIAN VARIES HOWARD K YOQN&. 5 LS N0.45893
Py F
i•TOPSOIL 4•TOPSOIL
EED 4 SEED I ROAD d DRAINAGE PLAN
a�
L�, I � rIESTATES AT ROYALTON
4540 pya U1/4.,1, lv• I FEB '8 2017 ((JJ of Mattituck,Town of Southold
i TO� 4515
1/4--l' mO Tmm
Suffolk County,Nen York
Fl�
TYPE•C'
Nn4B
�� INTERSECTION DETAILS
va•.I'
9
,Be556 0p3 County Tax Mop a°Irct 1000 s.°I.m 115 rP:4.01 °o• 1923
ROAD SECTION'ROYALTON ROW"(DIVIDED HWY) MAP PREPARED MAY 24,2016
NTS r Record of Rev1e1on5
APPROVED BY REGORDOF REVISIONS DATE
STREET LIGHTING!STREET TREES AW 02.2016
BUFFER LABEL SEP.19.2016
PLANNING BOAC,D GENERAL Ah1EFIDMENTS FEB.21.eon
TOWN OF SOUTHOLD
DATE
Y
8 ROYALTON ROW TURN AROUND 20 0 o so ao 60
Scale.I'= 20' 5colo,I°=20'
y JOB NO 2014_0085
DW6 2003_0313-2014_0003_Mal n.p. 3 OF 5
1 �
CRESche& Software Version 4.6.5
VJ1 Compliance Certificate
Project PRIVATE RESIDENCE
Energy Code: 2015 IECC
Location: Mattit:ck, New York
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 5,790 ft2
Glazing Area 19%
Climate Zone: 4 (5331 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
ROYALTON ROW LOT 7 NICHOLAS VERO
MATTITUCK, NY NICHOLAS VERO,ARCHITECTS
120 MILL ROAD
WESTHAMPTON BEACH, NY 11978
631-288-1404
NVEROARCH@AOL.COM
Compliance: trade-off
Compliance: 7.0%Better Than Code Maximum UA: 899 Your UA: 836 Maximum SHGC: 0.40 Your SHGC: 0.28
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.
Envelope Assemblies
Gross Area Cavity Cont.
Perimeter
Ceiling 1: Flat Ceiling or Scissor Truss 3,125 30.0 0.0 0.035 109
Ceiling 2: Cathedral Ceiling 225 30.0 0.0 0.034 8
Wall 1:Wood Frame, 16"D.C. 5,445 19.0 0.0 0.060 259
Window 1:Wood Frame:Double Pane with Low-E 636 0.300 191
SHGC: 0.28
Door 1: Solid 98 0.400 39
Door 2: Glass 398 0.300 119
SHGC: 0.28
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3,350 30.0 0.0 0.033 111
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building s ee de ' ne eet the 20 -IECC requirements in
REScheck Version 4.6.5 and to comply with the mandatory requiremen c Ins n Checklist.
Name-Title Si t r y Date
Project Title: PRIVATE RESIDENCE Report date: 10/18/18
Data filename: S:\Office Drawings\Current DWGs\BE H MORI LIM\ROYALTON ROW\LOT 7\RESCHECK LOT Pagel of 9
7.rck
4
oREScheck Software Version 4.6.5
Inspection Checklist
Nf Energy Code: 2015 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section Plans Verified , , Field Verified
# :Pre-Inspection/Pla'n Review Complies? Comments/Assumptions
6e Req.ID' Value Value'
1• _
103.1, ;Construction drawings and ❑Complies
103.2 (documentation demonstrate ❑Does Not
[PR1]1 'energy code compliance for the
I building envelope.Thermal ❑Not Observable
envelope represented on ❑Not Applicable
construction documents.
103.11 ;Construction drawings and ❑Complies
103.2, !documentation demonstrate ❑Does Not
403.7 ;energy code compliance for
[PR3]1 I lighting and mechanical systems. J❑Not Observable
!Systems serving multiple ❑Not Applicable
!dwelling units must demonstrate =
;compliance with the IECC
Commercial Provisions. !
302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies !
403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not !
[PR2]2 ,on loads calculated perACCA !
Cooling: Cooling:
Manual J or other methods Btu/hr J1 Btu/hr ❑Not Observable
approved by the code official. ! ! ;❑Not Applicable
Additional Comments/Assumptions:
111 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: PRIVATE RESIDENCE Report date: 10/18/18
Data filename: S:\Office Drawings\Current DWGs\BEHMORIUM\ROYALTON ROW\LOT 7\RESCHECK LOT Page 2 of 9
7.rck
,Section,
S`
# Foundation Inspection Complies? Comments/Assumptions
& Req.ID
303.2.1 'A protective covering is installed to I❑Complies
[FO11]2 j protect exposed exterior insulation ❑Does Not
sand extends a minimum of 6 in. below
u ;grade. ❑Not Observable
❑Not Applicable
403.9 ;Snow-and ice-melting system controls;❑Complies
[FO12]2 installed. ;❑Does Not
;❑Not Observable;
❑Not Applicable
Additional Comments/Assumptions:
111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier3)
Project Title: PRIVATE RESIDENCE Report date: 10/18/18
Data filename: S:\Office Drawings\Current DWGs\BEHMORIUM\ROYALTON ROW\LOT 7\RESCHECK LOT Page 3 of 9
7.rck
Section Plans Verified Field-Verified`
# Framing/Rough-Iri'Inspection ,Complies? Comments/Assumptions
& Re ID_ ij Value Value
402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies
402.3.4 !❑Does Not table for values.
[FRl]1
;❑Not Observable
❑Not Applicable
402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies
402.3.1, average). ;❑Does Not table for values.
402.3.3,
402.5 I❑Not Observable
[FR2]1 I ; ;❑Not Applicable ;
v I 1 1 I
I 1 I I 1
303.1.3 ;U-factors of fenestration products ❑Complies
[FR4]1 !are determined in accordance ❑Does Not
v !with the NFRC test procedure or
® !taken from the default table. IE]Not Observable
; ❑Not Applicable
402.4.1.1 ;Air barrier and thermal barrier ❑Complies
[FR23]1 I installed per manufacturer's ❑Does Not
U instructions. ❑Not Observable
❑Not Applicable
402.4.3 ;Fenestration that is not site built ❑Complies ;
[FR20]1 !is listed and labeled as meeting 1❑Does Not
IAAMA/WDMA/CSA101/I.S.2/A440
Ior has infiltration rates per NFRC ❑Not Observable
1400 that do not exceed code ❑Not Applicable
limits.
402.4.5 iIC-rated recessed lighting fixtures ❑Complies
[FR16]2 asealed at housing/interior finish ❑Does Not
and labeled to indicate X2.0 cfm
leakage at 75 Pa. J❑Not Observable
i❑Not Applicable
403.3.1 ;Supply and return ducts in attics r ❑Complies
[FR12]1 !insulated >= R-8 where duct is ❑Does Not
8J ;>= 3 inches in diameter and >_ IE]Not Observable
IR-6 where< 3 inches. Supply and
I return ducts in other portions of ❑Not Applicable ;
:the building insulated >= R-6 for
diameter>= 3 inches and R-4.2
;for< 3 inches in diameter.
plenums ❑Do s
[Fducts Building
or cavities are not used as plies
Not
I
C� ❑Not Observable
❑Not Applicable j
403.4 ;HVAC piping conveying fluids R- ; R- ;❑Complies
[FR17]2 ;above 105 4F or chilled fluids ;❑Does Not
V below 55 °F are insulated to >_R-
3 ; ; ;❑Not Observable ;
❑Not Applicable
403.4.1 ;Protection of insulation on HVAC ❑Complies ;
[FR24]1 piping. _ ❑Does Not
QJ ; ❑Not Observable
❑Not Applicable
403.5.3 Hot water pipes are insulated to ; R- R- ;❑Complies
[FR18]2 >_R-3. ! ;❑Does Not
V
;❑Not Observable
I ; !❑Not Applicable
403.6 JAutomatic or gravity dampers are ❑Complies
[FR19]2 {installed on all outdoor air
❑Does Not
intakes and exhausts.
1E]Not Observable
I 1❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, 1 Low Impact(Tier 3)
Project Title: PRIVATE RESIDENCE Report date: 10/18/18
Data filename: S:\Office Drawings\Current DWGs\B E H MORI U M\ROYALTON ROW\LOT 7\RESCHECK LOT Page 4 of 9
7.rck
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: PRIVATE RESIDENCE Report date: 10/18/18
Data filename: S:\Office Drawings\Current DWGs\BE H MORI U M\ROYALTON ROW\LOT 7\RESCHECK LOT Page 5 of 9
7.rck
Section- ; Plans Verified, Field Verified' r
# Insulation,Inspection Complies? 'Comments%Assumptions
&Req.ID _ Value , Value
303.12 1All installed insulation is labeled J❑Complies
[IN13] or the installed R-values J❑Does Not
provided. ❑Not Observable
❑Not Applicable
402.1.1, iFloor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies
402.2.6
table for values.
❑ Wood ,❑ Wood ,❑Does Not
[IN1]1 I❑ Steel ❑ Steel :❑Not Observable
® I ;❑Not Applicable
303.2, ;Floor insulation installed per ❑Complies
402.2.7 manufacturer's instructions and ❑Does Not
[IN2]1 i in substantial contact with the
underside of the subfloor, or floor ❑Not Observable
!framing cavity insulation is in ❑Not Applicable
;contact with the top side of
sheathing,or continuous ;
i insulation is installed on the
,;underside of floor framing and
extends from the bottom to the
top of all perimeter floor framing S
members.
402.1.1, I Wall insulation R-value. If this is a; R-
R- I❑Complies ;See the Envelope Assemblies
402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values
402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass t❑Not Observable
[IN3]1 exterior,the exterior insulation
(j !requirement applies(FR10). ;
E] Steel i E] Steel ❑Not Applicable
303.2 (Wall insulation is installed per ❑Complies
[IN4]1 `manufacturer's instructions. _ ❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: PRIVATE RESIDENCE Report date: 10/18/18
Data filename: S:\Office Drawings\Current DWGs\B EH MORI U M\ROYALTON ROW\LOT 7\RESCHECK LOT Page 6 of 9
7.rck
%
Section Plans Verified Field Verified
# Final Inspection ProvisionsValue - Value
Complies?° Comments/Assumptions
&Req.ID iR
-
a,
402.1.1, {Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies
402.2.1, 1 ;❑ Wood ;❑ Wood ;❑Does Not :table for values.
402.2.2, ❑ Steel ❑ Steel :❑Not Observable
402.2.6 ;
[FI1]1 ;❑Not Applicable
;
303.1.1.1, Ceiling insulation installed per ❑Complies
303.2 manufacturer's instructions. ❑Does Not
[FI2]1 Blown insulation marked every ❑Not Observable
1300 ft2.
❑Not Applicable ;
402.223 !Vented attics with air permeable ❑Complies
[FI22] ,insulation include baffle adjacent ❑Does Not
Ito soffit and eave vents that ❑Not Observable
;extends over insulation.
❑Not Applicable
402.2.4 JAttic access hatch and door R- R- ;❑Complies
[FI3]1 !insulation >_R-value of the ; !❑Does Not
adjacent assembly.
� ;❑Not Observable
❑Not Applicable
402.4.1.2 `Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies
[FI17]1 tach in Climate Zones 1-2, and ;❑Does Not
E<=3 ach in Climate Zones 3-8. ;❑Not Observable
❑Not Applicable
403.3.4 1 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies
[FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not
i<=3 cfm/100 ft2 without air ❑Not Observable
handler @ 25 Pa. For rough-in ;
tests,verification may need to ; ; ;❑Not Applicable
;occur during Framing Inspection.
403.3.3 !Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies
[FI27]1 !determine air leakage with ft2 ft2 ;❑Does Not
,either: Rough-in test:Total ; ❑Not Observable
`leakage measured with a ;
pressure differential of 0.1 inch ; ;❑Not Applicable ;
jw.g. across the system including
!the manufacturer's air handler
,enclosure if installed at time of
test. Postconstruction test:Total
leakage measured with a
pressure differential of 0.1 inch
�w.g. across the entire system
;including the manufacturer's air
!handler enclosure.
403.3.2.1 ;Air handler leakage designated ❑Complies ;
[FI24]1 !by manufacturer at<=2%of = ❑Does Not
;design air flow.
❑Not Observable
❑Not Applicable
403.1.1 'Programmable thermostats ❑Complies
[FI9]2 installed for control of primary ❑Does Not
heating and cooling systems and
initially set by manufacturer to ❑Not Observable
code specifications. ❑Not Applicable
403.1.2 }Heat pump thermostat installed i❑Complies
[FI10]2 ,on heat pumps. 30Does Not
,
l 'J❑Not Observable
'J❑Not Applicable
403.5.1 Circulating service hot water JE]Complies
[FI11]2 !systems have automatic or ❑Does Not
laccessible manual controls.
❑Not Observable
j J❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3)
Project Title: PRIVATE RESIDENCE Report date: 10/18/18
Data filename: S:\Office Drawings\Current DWGs\BE H MORI U M\ROYALTON ROW\LOT 7\RESCHECK LOT Page 7 of 9
7.rck
;SecPlans Verified Field Verified °
# Final Inspection-Provisions Value Value Complies? ° Comments/Assumptions
&Req.ID i!
403.6.1 IAII mechanical ventilation system ❑Complies
[FI25]2 Mans not part of tested and listed ❑Does Not
HVAC equipment meet efficacy
Land airflow limits. f J❑Not Observable
! ❑Not Applicable
403.2 IHot water boilers supplying heat ❑Complies
[FI26]2 through one-or two-pipe heating ❑Does Not
systems have outdoor setback
J control to lower boiler water ; . ❑Not Observable
temperature based on outdoor :; ❑Not Applicable
;temperature.
403.5.1.1 Heated water circulation systems ' ❑Complies
[FI28]2 have a circulation pump.The ❑Does Not
!system return pipe is a dedicated
return pipe or a cold water supply { ❑Not Observable
pipe.Gravity and thermos- ❑Not Applicable
syphon circulation systems are
tt not present.Controls for
s circulating hot water system
pumps start the pump with signal ;
for hot water demand within the
occupancy. Controls
j automatically turn off the pump
when water is in circulation loop
is at set-point temperature and
no demand for hot water exists.
403.5.1.2 #Electric heat trace 'systems ❑Complies
[FI29]2 !comply with IEEE 515.1 or UL ❑Does Not
j515. Controls automatically
I adjust the energy input to the []Not Observable
'heat tracing to maintain the ❑Not Applicable
;desired water temperature in the
piping.
403.5.2 Water distribution'systems that ;❑Complies
[F130]2 i'have recirculation pumps that ❑Does Not
j pump water from a heated water ;
i supply pipe back to the heated ❑Not Observable
water source through a cold ❑Not Applicable
water supply pipe have a
;demand recirculation water
system. Pumps have controls
,that manage operation of the
,
pump and limit the temperature -
of the water entering the cold
#water piping to 1049F.
403.5.4 ;Drain water heat recovery units ❑Complies
[FI31]2 #tested in accordance with CSA []Does Not
B55.1. Potable water-side
pressure loss of drain water heat ❑Not Observable
Z recovery units< 3 psi for ❑Not Applicable ;
individual units connected to one ;
or two showers. Potable water-
side pressure loss of drain water ;
heat recovery units<2 psi for
individual units connected to
three or more showers. I
404.1 175%of lamps in permanent ❑Complies
[FI6]1 fixtures or 75%of permanent ❑Does Not
;fixtures have high efficacy lamps. ❑Not Observable
Does not apply to low-voltage
!lighting. ❑Not Applicable
404.1.1. ;Fuel gas lighting" ystems have ❑Complies
[FI23]3 no continuous pilot light. ❑Does Not
�J ❑Not Observable
_ ! ; ❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: PRIVATE RESIDENCE Report date: 10/18/18
Data filename: S:\Office Drawings\Current DWGs\BEHMORIUM\ROYALTON ROW\LOT 7\RESCHECK LOT Page 8 of 9
7.rck
,Section
Plans Verified Field Verified
# Final Inspection-P, Value Value . ` Complies? Comments/Assumptions
& Req.ID
401.3 I Compliance certificate posted. ❑Complies
[FI7]2 1 ❑Does Not
❑Not Observable
i❑Not Applicable ;
303.3 ;Manufacturer manuals for ❑Complies
[F[18]3• mechanical and water heating ❑Does Not
i systems have been provided.
❑Not Observable
9❑Not Applicable
Additional Comments/Assumptions:
111 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: PRIVATE RESIDENCE Report date: 10/18/18
Data filename: S:\Office Drawings\Current DWGs\BE H MORI U M\ROYALTON ROW\LOT 7\RESCHECK LOT Page 9 of 9
7.rck
2015 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 19.00
Below-Grade Wall 0.00
Floor 30.00
Ceiling / Roof 30.00
Ductwork (unconditioned spaces):
Glass&Door Rating U-Factor SHGC
Window 0.30 0.28
Door 0.30 0.28
CoolingHeating&
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
F
APPRO ED AS NOTED
DATE: B.P.#
FEE: J ABY:
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE = -
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED ° ' "}"`
r
FOR POURED CONCRETE `--
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEV,
YORK STATE. NOT RESPONSIBLE FOR = -
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL, CODES OF
NEW YORK STATE & TOWN CONS`. .
AS REQUIRED AND CONDIT[OIv
� n ins 1'rn181��7�a •' -`"'
r i
("N i T WI !;T(�WN i PUSTEEu
® ra v c nor•
0GGU A .
USE IS UN,L- l-
ELECTRICAL
NSPECTION REQUIRED
OF OCCUPAi' 1,
t .•-,qac,-.- rl',�;� _,- --
'
(1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION
INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS.
400 Ostrander Avenue, Riverhead, New York 11901
tel. 631.127.2303 fax. 631.'72"1.0144
odminagoungengineering.com
no
x Howard W. Young, Land Surveyor
Thomas G. Wolpert, Professional Engineer
e Douglas E. Adams, Professional Engineer
Robert G. Tost, Architect
Robert 5tromskl, Architect
S
HEALTH DEPARTMENT USE
Dung-aLgoan;
TEST HOLE
FROM FILED MAP
0.01
LOAM SILTY
SAND / /I
WATER IN
PALE BROWN
FINE SAND O \
(SP)
7'0' / \
Subdivision - 1I
0 4 Ro alton
ox'N 7'o
F� °Estates of y \
(Vacant) \
140 pry UTILITIES
°sED� ae 1-15.001
` ,'ATER
3a,^Q1I
552°
_ - - ! SURVEYOR'S CERTIFICATION
1 ��� n,zivEwAY i
osw
ck
g ` � �• �$� � 600'
o
WATERID b-
0 MAIN
01 �? h
rn / /� • / ry
r/i � /. a 0Az y�i� sCb, 1l II - - .
0
HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893
M
w0
i ,Q1 0'
QUMAP PREPARED FOR
/ o n , �0 o� Lot i.�� uj��� �,� 55 COX NECK ROAD REALTY, LLG
5,� o \ Subdivision - xQ �0�
sQ
s \"Estates,.of Royalton" LOT "I "ESTATES AT ROYALTON"
\��' at Mattituck, Town of Southold
Suffolk County, New York
m ,
" \ SU I LD I NG PERMIT PLOT PLAN
0
u �
O
County Tax Map District 1000 Section 113 Block 07 Lot 1C1.36
- - - - MAP PREPARED SEPT. 2'1, 2018
Record of Revisions
REVISION DATE
51 TE DATA
a
0
AREA = 32,380 50. FT.
0
SUBDIVISION - "ESTATES OF ROYALTON" PILED IN THE OFFICE 40 0 20 40 80 120
m OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 A5 FILE
NO. 12105. 5ca l e: 1" = 40'
0
VERTICAL DATUM = N.A.V. DATUM (1988) JOB NO. 2018-0181
I
" FINISHED FLOORS ELEVATION TO BE VERIFIED BY ARCHITECT DWG. 2003_0313_000'7_2018_0181_bp OF I
NAILING SCHEDULE DESIGN COr'IPLIES WITH 2015 INTERNATIONAL
BUILDING CODE WITH THE NYS 2017 UN I FORr'I GODS I
IN COMPLYING W/ R301.1 IRC 2015 * UCS 2-017 OF IVE L FOUNDATION MATERIALS CONSERVATION CONSTRUCTION CODE
GENERAL NOTES:
PRESUMPTIVE LOAD-BEARING VALUES SUPPLEr'IENT 4: 201E SUPPLEr'fENT TO THE NYS ENERGY
1. ALL CONSTRUCTION IS TO CONFORM TO N.Y. STATE AND LOCAL BUILDING NUMBER AND TYPE (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. R401.4.1)
CODES. ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER"" SPACING AND LOCATION
2. A-L PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT Root LOAD-BEARING I rl
REQUIREMENTS. 0. RIDGE AS NOTED INSTALL I/4 W 2r? GAUGE GALVINIZED
3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.C. AND UNDERWRITERS 4-8dx/,"x 0. 31 GLASS OF MATERIAL PRESSURE (POUNDS N STRAPPING @ 16" O.C. W/2-Nl NAILS @ EA. END
38dcorrurton(2/"x 0.131');or PER SQUARE FOOT) ON PLANS c
REQI_IIREMENTS. 1 Blocking betweenceilingjoisisorrfterstotopplate Toe nail 31Od box(3"x Q 1281;or MIN. 12" SEARING ON RAFTER SURFACE
4. CONTRACTOR SHALL VERIFY ALL DIMEN51ONS AND CONDITIONS IN THE FIELD 3 Y 0131'nails
PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS OR CRYSTALLINE BEDROCK [2,000 PSF
48d box(2' "x Q 113');or
DISCREPANCIES. 38dcorrnrxm(2'/,"x 0.131 or ALL UPLIFT CONNECTORS
5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE 2 Ceilingjoists to top plate �'x(3"x 01'L8);or Perjoist,tri`ntl INSTALLED TO PROVIDE
33"
OVER SCALED ONES. LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER 3, x GSEDIMENTARY AND FOLIATED ROCK 4,000 PSF
3" 0.131"mils CONTINUOUS LOAD PATH FROM
SMALLER DRAWINGS. IT 15 THE INTENTION OF THE DRAWINGS TO PROVIDE FOR TOP OF RIDGE TO FOUNDATION
A COMPLETE JOB IN ALL RESPECTS. Ceilingjoist not attached to parallel rafter,laps mer 410dbox(3'xQ128');or SO THAT NET UPLIFT VALUE AT
3 tions[see Sections R80231,R80232and Table 316dcommon 04"x 01621:or Face nail SANDY GRAVEL AND/OR GRAVEL (GW 4 GP) 3,000 PSF
b, THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE R�80251(�I 43"x0.131"nails TOP OF WALL DOES NOT EXCEED
ARCHITECT IS NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL Ceilingjoistattached toparallel rafter(hedjoirri) SAND, SILTY SAND, CLAYEY SAND, SILTY CONNECTIONS CAPABLE OF
WORK DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND 4 isve.SectionsR80231 andR80232ard Table Table R802.5,1(9) Faceriall GRAVEL, AND CLAYEY GRAVEL 2 000 PSF WITHSTANDING 525 POUNDS AS
MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD PRACTICE. R8025.1(9)I (SW,SP,5M,5C,GM,*GC) PER TABLE R8/i2.11 OF 2015 IRC
S. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER N.Y.S. CODES. 410dbox(3"x 01281;or
9. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL 5 Collar rateretorafter facenalorl/4"x 20 ga ridge strap to 310dcornrrxxi(3"x 0.1481:or Face nail each rafter CLAY, SANDY CLAY, SILTY CLAY, CLAYEY
rafter SILT SILT 4 SANDY SILT (CL ML MH ICH) 1,500 PSF INSTALL Q,"W 20 GAUGE
MANUFACTURERS REQUIREMENTS. 43"x Q131"Huls RIDGE
10. CONCRETE 15 TO BE 3000 P.5.1, MIN. ON 1 TON PER SQUARE FOOT SOIL al6dbox nails(3'/z"x 0.135');or GALVINIZED STRAPPING @ 16° O.G.
BEARING CAPACITY. PORCHES, CARPORT SLA55 AND STEPS EXPOSED TO SIOdcommonnaiis(3"x0.148');or2tcer>Nlsonorrsideandltcenal ADJUSTABLE LIGHT ROOF RAFTERS AS W/3-811 NAILS @ EA. END MIN, 12"
6 Rafter late onto itesideofeachrafteror ALLOWABLE DEFLECTION SOF STRUCTURAL MEMBERS C SEARING ON ST'U'D SURFACE
WEATHER, AND GARAGE SLABS TO USE 3500 P.S.I. MIN. CONCRETE. VERIFY P 4-IOdbox(3"x 0128'):or !'�°' HANGERS LSSU2IO NOTED ON PLANS
501L BEARING CAPACITY IN FIELD. 43"x 0131"roils CJ-i
11. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND 416d(S/z"x 0.135 ) STRAPPING T CATHEDRAL
');or (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. 8801.7 - SHEATHING TO BE
UNDER BATHTUBS. 310dcoalition(3'/,"x0148');or i NAILED TO TOP PLATE
12. 51MP50N "STRONG-TIE" CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL 41Odbox(3"x01281;or l'cenvl RAFTER TO RIDGE
LOAD CARRYING CONDITIONS. Roofnftcrstoddgavallcyorhipraftcrsorroofrafta 43"x01'31"nils STRUCTURAL MEMBERS ALLOWABLE DEFLECTION 1 u,a I u
13. ALL FRAMING LUMBER TO BE DOUG-FIR #2 FB 115^ PSI, E-1.4M. PSI 7 tominkirin2"ridgebeam al6dbox V,"x 0135');or SGALEt /2 I -O
14. ALL HEADERS * GIRDERS TO BE DOUG-FIR #2 FB - 1250 PSI, IE=1.71"1. PSI 2-16dcornrrKn(3'/z"x 0.1621:or
15. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE ACO PRESSURE 310dbox(3"x 0.128');or Erxlttall
RAFTERS HAVING SLOPES GREATER THAN
TREATED LUMBER. 33"xQ131"nails 3/12 WITH NO FINISHED CEILING ATTACHED L/IW C
16. ALL EXTERIOR DECK FRAMING SHALL BE AGO TREATED LUMBER. Wall TO RAFTERS I
17. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF 16drnmmon`3'L"x0.1G2'1 24"ac fare nail 24 MIN, v ROOF I I I
PLANS WITH ONE BUILDING PERMIT. THE ARCHITECT SHALL NOT BE INTERIOR WALLS AND PARTITIONS H/1100 ICE SHIELD
RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT USING THESE PLANS. 8 Stud t,stud(not atbraced wall panels) iOdbox(3"xQ128');or
16"ac fac�erail
18. PREFABRICATED FIREPLACES AND FLUES SHALL BE U.L. 127 APPROVED. 3"x 0131"nails FLOORS AND PLASTERED CEILINGS L/S60
la. ALL HEADERS NOT NOTED ARE TO BE (2) - 2" X 12". 16dbox(3'/,"x 013.5'):orALL OTHER STRUCTURAL MEMBERS t2AO 5-2
.. „ ,i Stud to stud and abutting studs at intersEc ting wall comers 3"x Q 131"nails 12"ac fide nail ✓
2 .BRIDGING TO BE EITHER OF SOLID, 1 X 3 OR 18GA. CROSS BRIDGING, NOT TO 9 (atbracedwall panels) INSTALL HOLDOWNS @ ALL i
EXCEED 8-0O.C. l6dcommon(3/,"xQ162') 16"oc.facenil EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 OPENINGS OVER 6'-G?0 OR
21. PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATION WALLS. 16dcommon(3'/,"x Q162') 16"ac each edge fa enail FINISH WITHIN 27" OF CORNERS
22.ALL FLITCH PLATES L.V.L.15 AND GIRDERS ARE TO BEAR ON SOLID WOOD 10 Built-upl:Bader(2"w2"lieaierwith'/,",4 cel BETWEEN IST AND 2ND FLOOR
POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS. 16dtxx(3'!,'x0135') 1'2"nceach cdgefacenil EXTERIOR WALLS-WIND LOADRjf+ WITH L/240
23.ALL JOISTS AND RAFTERS ARE TO BE BRIDGED @ V-O" O.C. 5-8dbox(2'/,"x0.113');or BRITTLE FINISHES
24ANTERIOR BEARING WALLS ARE TO BE BLOCKED @ 4'-0" O.G. 11 Condnuousheadertostci 4Sri comrron(2'/,"x 0131'1;or Toenail
25.57EEL ASTM A-36 PAINTED BOLTS AS NOTED (A307) WELDS-E70XX 410dbox(3'xQ128') EXTERIOR WALLS-WIND LOADSIA WITH L/120
FLEXIBLE FINISHES
REINFORCEMENT ASTM GR. 60. 16dcorninuir 3'/2"x 0.162) I6"nc race nail
2G.RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR 12 Topptatetotopplate I0dbox(3"x.Qi28j:or
t2"ncfncc rail NOTE[ L-SPAN LENGTH H-SPAN HEIGHT. I
ADMINISTRATION OF THIS PROJECT. 3"x 0131"mils (a Z
8-16dcorrvrton(3'/z"x0.162'1:or A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS r`.7 TIMES
NO S!JBSTITI ITIONS: THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE
Double top plate spliceforSDCsA-D,with seismic braced 12-16dbox(3/,"x0.135j;or V
ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE wall lirespacing,2Y 12-l0dlxx(3"x 0.128):or Facenaloneachsdeofendjoint DETERMINE DEFLECTION LIMITS HEREIN.
12
INDICATED 15 "SIMPSON STRONG-TIE" NO SUBSTITUTIONS ARE APPROVED OR 13 12-3"x0.131"nails sick,ofnn24"lap splicelerllheal' MINIMUM ROOF LIVE LOADS STRAPPING INSTALL 1Y4N - GAUGE INSTALL SIMPSON CON ERWDLS
AUTHORIZED DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO THE OTHER sick oferxijoi n) GALVINIZED @ 16" O.G. W/5-Sri HOEDOWNS @ CORNERS
Double NAILS @ EACH END TYPICAL @ BETWEEN FLOORS
COMPONENTS OF THE STR'UCTU'RE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL lines t 25' 12-16d(3/,"x0.135) (IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION) NEA ER AS OTED (
ALL HEADERS IN EXTERIOR WALLS) INSTALL 1Y4"W 20 GAUGE
RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER
CONTRACTOR ASSUMING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OFGALVINIZED STRAPPING @ 16" O,G.
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER-` SPACING AND LOCATION
THE ENTIRE SYSTEM. TRIBUTARY LOADED ;I W/3-Sei NAILS @ EA. END MIN. 1211
16d conntom(3/,"x Q 162') 16"ac face nil
Bottornplatetojoist,dmjoist,bandjoistor ' AREA IN SQUARE FEET j JACK STUDS " BEARING ON STUD SURFACE
blockingnot at braced wall panels) 3"x 0 x(3/z"x 0135'1;or FOR ANY STRUCTURAL _
ENERGY NOTES: 14 ( p ) l2"acfaccnvl ROOF SLOPE i I
3"x 0131"nils MEMBER � I
I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF KING STUDS
THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE LATEST EDITION AT 316dtxix(3'/"x Q135'1;or 3eachlG'ac face rail
THE TIME OF PERMIT APPROVAL. 15 Bottomplate
and) tljoistor 2-16dcommon(3'/,"x 0162');or 2e<ach16"o.cface niI RISE 4 INCHES PER FOOT (lt3) TO LESS _ 2ND FLOOR,
blocking(at braced wall parcel) 45
2. EXTERIOR DOORS AND DOORS TO GARAGE IU - .40 MAX. 43"x0131"nails 4each 16"ac face mil THAN 12 INCHES PER FOOT (Ill) e Z
3. WINDOWS AND ALL GLASS U - .58 MAX. 4-8dbox(2'/"x01IT);or
it WINDOW OR DOOR AS NOTED. E
COMBUSTIONS_3
4. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION 3t6dtxix(3'/,"x 0135);or �.
AIR. 150-200 G.F.M. FLUE TO HAVE TIGHT SEATED DAMPER-MAX. AIR LEAKAGE 48dcommon(2'/,"x 0131');or Toe mil NOTEt ALL WINDOW AND DOOR
20 G.F.M.. 4l(klbox(3"x 0.128');orGLASS TO COMPLY WITH R.G. OF
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, 16 Top or bottom plate.to stud 43"x0131"nails MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS N.Y.S. SEC RR3C`8 FOR SAFETY i
DE51GN AND TYPE OF MECHANICAL SYSTEM WHICH WILL BE USED IN SUFFICIENT 316dbox(3'/"x 0.135 GLAZING WHERE APPLICABLE
, (IN POUNDS PER SQUARE FOOT) I I
DETAIL AS 15 REQUIRED BY THE BUILDING DEPARTMENT. 2-16lcorr"txai(3'/,"x 0.162'):or Erid nil
6. ALL THERMOSTATS SHALL BE ADJUSTABLE 45-75 DEG. F. FOR COMBINATION 310dbcix(3"x Qi28j:or
HEATING AND COOLING THERMOSTATS THE RANGE SHALL BE 45-85 DEG. F. 33"x 0131"Waits
7. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVEU5E LIVE LOAD
3l Od txvc(3"x Q 128');or
A MINIMUM COMBUSTION EFFICIENCY OF 75% AND SHALL HAVE STANDBY LOSSES 17 Top platas laps atcomers and intersections 2-16dcommon(3'/z"x 0162');or Face nail STRAPPING INSTALL IY"W 20 GAUGE INSTALL SIMPSON PDU2
LESS THAN THE GODS SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. 33"x 0.131"nails „ 4 HOLDOWNS @ CORNERS
8. INSULATE ALL PIPES AND DUCTS AS PER CODE. EXTERIOR BALCONIES 40 GALVINIZED @ 16 O.C.(TYPICAL
1 OF FOUNDATION /
(2/z"x0.113');or NAILS @ EACH END (TYPPICAL @ EXTERIOR WALL SHEATHING
3-8d box
-1. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 14^_ DEG. F MAX. 2-8dcommon(2'/z"xQ131');or CS ALL HEADERS IN EXTERIOR WALLS
10. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT 18 1"brace to each stud and plate 2-1Odbox(3"x 0128');or Face nail DECKS 40 )
HOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. @ 60 P.S.I. PRESSURE. 2staples l'/4" ATTICS WITHOUT STORAGE in
11. HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH TABLE 4-6
OF THE ENERGY CODE: MIN. EER (EFFICIENCY) SHALL BE AS SPECIFIED IN 38dbox(2'/?"xQl)3'1;or ATTICS WITH STORAGE 2� INSTALL HOEDOWNS @ ALL ro Z INSTALL iY4"W 20 GAUGE
TABLES 4-8 4-a AND 4-1_ OF THE ENERGY CODE. 2-&Iccnrurxm(2/,"xQ131');or OPENINGS OVER 6 0 OR - - n
n 19 1"x6"stx,atl,i toeachbeari Facerost I GALVINIZED STRAPPING @ 16 O.C.
A-8, r 11 li 2-]Ori sox(3"x 0128');orROOMS OTHER THAN SLEEPING ROOMS 4p WITHIN 27" OF CORNERS - n
12. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES 2staplcs,1"Crown.16 ga.,P/4"long '- v W/3-8d NAILS P EA. END MIN. 12
TABULATED IN TABLE 5-1 OF THE ENERGY CODE. BEARING ON STUD SURFACE E
13. ALL MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A 38dbox(2'/,"x 0 113 1;or SLEEPING ROOMS 3o11 MIN. 6" BEARING ON BOX BEAM
VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF INSULATION. 38dmnurx,n(2L,"x 0131);or
31(kibum(3"x Q1281;or STAIRS 40
14. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR 3staplcs,1"crown,16ga,1'/,"long INSTALL "SIMPSON STRONG-TIE" _ Z
CONTINUITY OF INSULATION AT PLATE LINES, BAND JOISTS AND CORNERS. 20 1"x8"and wider sheathi to each Face cal GUARD RAILS/ HANDRAILS 200 DSP TIES @ 32" O.G. W/ 1r?- Mel INSTALL "SIMPSON STRONG-TIE"
� � Wider than 1"x 8" J6 ,
NAILS PRIOR TO SHEATHING
ARCHITECTS STATEMENT: 48dbox(2'/,"x0113"J;or •' ---- DSP TIES @ 52 O.G. W/ I/>'- 1!`ii
38dconuron(2'/,"x 0.131);or WEIGHTS SOF MATERIALS (DEAD LOADS) a NAILS PRIOR TO SHEATHING
I, NICHOLAS A. VERO, ARCHITECT, STATE THAT TO THE BEST OF MY 310d1xDc(3"x 0128');Or o ° a eKNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THAT THE PLANS AND 4staples,1"crown,16 g.,,13/4"long (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. RSOI.2.2.2A.) ° ° ° <SPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH THE N.Y.S. ENERGY Floor 4 ---------- TERMITE SHIELD OVER SILL SEALERCONSERVATION CONSTRUCTION CODE. REFER TO RESGHEGK COMPLIANCE REPORT 4-8dbox(2'/"x 01IT);or 4 aUNDER TREATEID SILL PLATE AS PER
FILED AS PART OF THE BUILDING PERMIT APPLICATION, ATTACHED TO THESE 38dcommon 2'L"x 0.131';or AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF <'0.72kN/m-) FOR a - ZCON5TRUCTION DOCUMENTS. 21 joist to sill,top plate or girder ( z ) Toenail ROOFS/CEILING ASSEMBLIES OR 10 PSF (0,413 kN/m-) FOR FLOOR ° r SECTION 8318 OF THE 2015 IRC3IO l Ix x(3"x 0.128'1;or ° G 33"x0.131"nails ASSEMBLIES, EXCEPT AS FL-IRTHER LIMITED EKY RECTION RaN.2.2. DEAD m adLOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED THE FOLLOWING[ 4a ° 118dbox(2'/,"x 0113') 4"o c.tae nail a %" DIA. ANCHOR BOLTS @ 52" O.G.22 Rimjoist bandjoistorblockingtosill ortop 8d n(2l/z"x 0.131);or d (7" EMBEDMENT) W/ 3" x 5" BP
plate(roof apphcadonsalso) 10dbox(3"x 0.128'):or 6"ac toenril POUNDS PER A WASHER (i'-9" FROM CORNERS)
THIS PROJECT COI"IPL I ES WITH THE 3"x 0.131"nails WALL TYPES SQUARE FOOT
HOEDOWN CONNECTIONS OPENINGS o
MECHANICAL CODE: OF NY STATE (PSF) I u u O
3 8d box(2'/,'x 0.1 I3'): OVER -CJ OR WITHIN 27 OF CORNERS ^
CHAPTERS 12 THROUGH 24, THE 2-8dcomnion L'/"xQ131 or ° OOF
PLUMBING CODE OF NY STATE, 23 I"x6"subfloororlesstoeachjolst 310dbax(3"(QL128'1;ar'� Facerarl EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF = SCALE: ' "- ' " HOLDOWN CONNECTION IST FL�JJiR SILL Q O
CHAPTERS 26 THROUGH 32, THE 2staplos 1"crrnvn 16g<r.,i'/4"long (0.72 kN/m ) /2 -I -O A I 1
ELECTRICAL CODE OF NY STATE, @ CORNERS
CHAPTERS 33 THROUGH 42, ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER-' SPACING AND LOCATION EXTERIOR LIGHT-FRAME GOLD-FORMED 14 PSF a Q 0
STEEL WALLS (0,67 kN/m ) p
Floor SCALE:
316dtx)x(3'/,"x 0.13.5'1.rm INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF a I-+
24 2"srbticx,rtojoistorgirck�r 2-i CAconimon(3'/,"x0.162'1 Blind antlfacenil (0.4ES
O
3-16d box(3'/"x 0.135');or
25 2"planks(plank&beanrfloor&roof) 2-16dcommon(3'/"x0.162') At each bead rig face nil INTERIOR LIGHT-FRAME GOLD-FORMED 5 PSF ■ On
Cd
316dcomrcai(3'L,"x0.162') Gn
STEEL WALLS (0.24 kN/m ) TYPICAL WIND UPLIFT.
26 Band orrim joist t,joist 410 box(3 x0'128)'or ETKlrull 0" THICK MASONRY WALLS (3 tS� PSF LATERAL Y- SHEAR CONNECTIONS j O
43"x 0131"nai1S or
4-Yx 14 ga staples / crowns tj
Nail eachlayerasfollows32"o.c. roll THICK MASONRY WALLS 05 PSF ■ SCALE: a/4n�It_On -
20d common(4"x 0.192');or at top and bottom and staggered. (4.07 kN/m )
Sir'IPLIFIED WALL SHEATHING lodbox W.01281;or 24"acface nail attop and botton,
I
Built-up girdersam]Nsrims 2-inch lumber 3"x 0.131"mails staggered oil opposite sides
PRESSURE t NAILING ZONES 27 layers Aid GLAZING PROTECTION FROM WIND-BORNE DEBRIS I O0
2-20dcattnxm(4"x0l°2'1;or RESIDENTIAL STRUCTURES WITH TRUSS
310dbox(3"x 0.1281;or Face nvlatcrdlsandatrtchsplim TYPE CONSTRUCTION, PRE-ENGINEERED �
33"x0.131"nails NOTEt PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF FASTENERS AS NOTED WOOD CONSTRUCTION AND/OR TIMBER Q '--
416db)xIN/Z"x 0135;;or 74i,y" AND A MAXIMUM SPAN OF 0'-0" FOR EVERY WINDOW. PANELS IN SCHEDULE ABOVE
CONSTRUCTION FOR NEW DWELLING AND/OR
316dcommon(3'/,"x0t62');or SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, (WITH ANY ADDITION ALTERATION A SIGN OR
28 (.cxigershipsupportingjoistsm'rafMrs Attactujoistexrafter,facemail , �
4-10dbox(YxQ128'):or APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE SYMBOL DESIGNED IN ACCORDANCE WITH O O --
43"x 0.131"mils WINDOW PLYWOOD AS NOTED
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART HEL'OW, GLASS TITLE Iq NYCRR PART 1265 SHALL BE F
29 Bddgirgtojoist 2-lOd(3"x0.128'1 Eachend,toenail
L"
SPACING OF FASTENERS AFFIXED TO ANY ELECTRIC BOX ATTACHED SOON
DESCRIPTION NUMBER AND Intermediate
TO THE EXTERIOR OF THE STRUCTURE FOR Seal / Signature
ITEM OF BUILDING ELEMENTS TYPE OF FASTENER'.. Edges supports`^` FIELD INSPECTION.
(inches)" (Hetes) FASTENER TYPE FASTENER SPACING
5 WINDOW VERTICAL t HORIZONTAL
U Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing HTTP://WWW.Dos.NY.COV/DCEA/NOTICADOPT.HTML#TRUSS
[see Table R6023(3)for wood structural panel exterio.•wall sheathing to wall framingl PANEL i SPAN PANEL SPAN PANEL SPAN SILL STIFFENER SI"PLIFIED ROOF SHEATHING
4-0 4-6 6-f3 ^
5 � '4"-'4„ sdccntnrxd,lz"xo.113'1r�i1(Subnrxrrwallr 6 121 S PRESSURE $ NAILING ZONES 6 DIAMETER a�� y��t E+�
O I (2'/2"x ) ) Ino ION13 _ hp� /
®r- A� 31 / 1" 8dccorrunonrad(2'/Z'x3G131i?(rcx■ 6 12 211 n n __---_-_---- ------- dV �1p
ro _ 2k *tO WD, SCREWS
I 32 1'/ -1' IOd common(3'x 0.148')mil;or G 12
� I 8d(2'/,'x 0131 1 defomred mail t�
I 4
--t REFLECTIVE ?' wa O -4
Other wall sheatbin " N PLYWOOD STORM PANEL I --_ I REFLECTIVE RED WHITE
I s 2�2 7*10 WD. SCREWS q ■ n u u -- �------------------�--- -- PANTONE ftfn7
U U '/Z"situctumicellulcxsictiberhoaft' 1'/Z"galvanized nx,flngruul,'/,""head 3 6 Ido 12 �l SHUTTER DETAIL I 0 /\ �� 1
sheathing diameter,or l"crownistaple 16 ga,I'/, long ••T+• I I U \ O / 1 I 0
zi/ -SM"_tralcellulsic 1''/" alvanizedroofi rvul.'/ head `J \ �� / O I p
34 xz 4 g' � ,r n u
}ilxdiaard sheathing ter,or 1"crown staple 16ga,1'/4"long 3 6 2Y2 �q LAG SCREWS 1611 t6" 16" I 101
\-------------
u
4, p 35 '/z"gypsurnsheattun[, 1'/,"galvanized nxrfingnail;stafriegalvartizrxi, 7 7 I 1\ v I �{
1!,"long 1/4"screws Type W or U /
13/4"galvanized mofingnail;staple galvanized 4 (;2 1> / Pr ect No.: 1608
36 '/a"gyps[°»stxathirg 15/a"lorg 1'/a"scrt•tws,TypeWorS 7 7 �J PRIVATE
WALL SHEA-THING NAILING SCHEDULE Wood structural panels,combinationsubfioorundedaymenttoframing 4" V.T.R. 411 V.T.R. 4" V.T.R. f 4" V.T.R. I �/1 I
37 '/4"arxlless 6idefonned(2'xQ120'haul'or 6 12 -jI� JIL -11� -III- 8001= I v
8dcommon(2/,"x 0131')rod
---
6 12 i U �--- 2 RESIDENCE
8d common(2'/,'x 0131)nail;or I I 1
38 /""-1" 8d deformed(2'/"x 0.120')rail 12" I I I /
ZONE 5 ZONE 6o Z I
39 1'/x 1/4„ 10d dominion(3"x 0.148')nail;or 6 12 1 1 BAT" I 1 r-r, BATH - ----/-----------
39
---------- I I �� I Royalton Row Lot 7
8d deformed(2'/, x 0.120'1 roll BATH I I U I
BAT" L_ 2tt BATH r--___ 2,: I �__ I I I v ,' Mattituck,NY
J -_ 1 T-__ I , _ 2„ - I ----- 4 ( I THE CONSTRUCTION TYPE q' 1¢' Town of Southold,Suffolk County,NY
FIELD 12" O.C. 12" O.C. T_2-1--T_- - 1 T 1 I 1- I2' 2n 1 r --i- '- _ ------ I I O O I I DESIGNATION SHALL BE I, STROKE y
- I I I 1 _T--_, I I v I 'n", "III% •IV• OR •V' To
I 1 ( I 1 I I 1 ( O I INDICATE THE CONSTRUCTION S.C.T.M #:
I I �J I CLASSIFICATION OF
CN THE 1000-113-07-19.36
EDGE n n n 1 I I 1 „ I , i 1 I i 1 11 l u i 2 u 1 u i I I I kFYl OF UNE BCNYS DESIGNATION FOR STRUCTURAL
2 2' 2' 2 2' I 2' 2' I 2 2 I I 2 2' 12 I STRUCTURE UNDER SECTION
2" I I I
W.G. _ i2u W.G. 12 I W.G. I2n 1 W.G. Ian 2u W,G. _ I2n I--I---I-----J--- COMWJNENTS THAT ARE OF TRU55
1 T 8 I 1 TLI1B I TYPE CONSTRUCTION
51-SWR. SHIWR. � S+-fwlR. 1 1 SI-SWR. 3 I 10
■
ALL Y" EXT. PLYWOOD WALL SHEATHING TO BE SECURED 1 I I _1_ _ __ Architect of Record
2 2ND. F L. ■ ■ n FLOOR FRAMING,(INCLUDING }�
1 ' I 11 I ' 11 " I a 11 1, " ■ ■ "R" GIRDERS
SAND BEAMS Nicholas A. Vero
WITH 6d COMMON NAILS- 2" x IIY" GA. - PATTERN AS F
2 B u I kill I)'a" 2' 3' �' 2 1 3' ti' 2 1 3 k+' 2! 1 2 3 'Ys• I ys 2
INDICATED ABOVE.
3" 3" 3" 1 ROOF SHEATHING NAILING SCHEDULE BUILDING �
POOL 3'� �,
BAT" I _-2 KITCHEN _ P W DR, I STANDARDS AND CODES "FR" FLOOR AND ROOF FRAMING Architect, PC
_ ___ L ___ BATH 120 Mill Road
,
2 I J LN RY r- J 2 f �I I- 1 Westhampton Beach,NY 11978
r- -1 I I �_-1 ZONE I ZONE 2 ZONE 3 ZONE 4
TABLE R301.2(I) 12n 12„ 1 I2n 2" 12n 1211 112" 311 1 2„1 2111 T:631-288-1404
3 • K 5 I AREA CALCULATIONS F:631-288-0549 E:nveroarchoaaol.com
CLIMACTIC- AND GEOGRAPHIC DESIGN CRITERIA 1 - 2n7g1 S0. FT.
W.G. n I, W.C. FIELD SECOND FLOOR 072qISO. FT. Date Scale
311 12 2 I +`3" O.C. 12" O.G. 3" O.C. 411 O,(„ FIRST FLOOR
GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD AIR wM jD11DESIGN UNDER-LAYMIENT FLOOD WIND FREEZING SHi�tR. TOTAL
SNOW SPEED DESIGN WEATHERING F DEPTH E TERMITES DECAY HAZARD EXPOSURE 11 1 2 2 2 i1�. 3 2 l>5 Su
IST. FL. EDGE �� rt lr �� 57grn 5G1. FT. 6/12/18 AS NOTED
LOAD (MPH) CATEGORY TEMP REQUIRED INDEX
3 „ Ik'" , „ " " 4 O.C. 6 O.C. 3 O.G. 4 O.C.
45 PSF ISO SUFFOLK SEVERE 3'-0" MODERATE SLIGHT TO SUFFOLK YES AS PER B 5qq 3" 3„ 3„ COVERED PORCH 050 50, FT.
GARAGE 1 540 SO. FT. Drawing Title
MPH B TO HEAVY MODERATE 11 FEMA 3" 3" ALL y2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED ROOF DECK 1 230 50. FT. NOTES
C.o, 3"11 11 11 3' 3" _ F.A.1. WITH fad COMMON NAILS- 2Y2" x IO94" GA. - PATTERN AS
NOTE[ THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING C.o. ( -� INDICATED ABOVE,
CODE WITH THE NYS 2017 UNIFORM CODE SUPPLEMENT t 2016 SUPPLEMENT TO THE NYS ENERGY I
An C O TO AN APPROVED Drawing No.:
CONSERVATION CONSTRUCTION CODE I
4 X.H.C.I. SANITARY SYSTEM
PLU1" BING RISER DIAGRA" Q
0
N T.S
i
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12"xl2" POURED CONC.
PIER ON 24 x24 x12
-O" 16'-O" 301-611POURED CONC. 'FTG.
MIN 36" BELOW GRADE
AA
(TYPICAL)
LA I
(3)-_2" x 10" PRETREATED GIRDER
L — J L — J
3 " x 10 P E TREATED GIRDER
L — J L — J L — J L — J
12" I1'-10" 12" 3' 4" 12" 11'-10" 12" 6'_aln 12" 12"
DRYDWELL TO I _
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j
IN
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- -
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-�- -) 20~R TO'~PRESSO EA_I ED-I Al ER—_ N
4'-0" 12 1 15'-O" 1 14'-O"A. 2'=6" 141 101 12"
I LL- 12" THK. 10'-0" HIGH
REINFORCED POURED I
CONC. FOUNDATION WALL
` ? - W/ (2)- #4 BARS TOP 4
u BOTTOM ON 12" x 24" • �' CONCRETE WALLS SHALL BE
DAM PROOFED AS PER R406.1
J NI _ Ujl Ul X 0 �� IL WIDE REINFORCED I I BY PLYING ANY ONE OF
WINDOW WELLr N r�o U N N - XZ GYP. BD. INSTALLED ON POURED CONC. FOOTING- I THE ISTED DAMP PROOFING
PROVIDE MIN. 3FT. DEPTH - -1 = 0 -1 -, UNDERSIDE OF FLOOR _ (3)- tt4 BARS
AND NO LESS THAN q I O m % JOISTS AS PER SECTION = r�o V CONTINUOUS @ 8" O.G. I / I MEGI-I NICAL MATERIALS OR ANY ONE OF
SQUARE FT. (TYPICAL - j 1Y X a d _ R302.13 OF 2015 IRC 6 = THE ATERPRooFING
MATERIALS LISTED IN SECTION
SEE DETAIL THIS PAGE.) r- --I ( L - ,� -1 f` _ I I ( R406.2 TO THE EXTERIOR OF
BASEMENT 6 I THE oqALL i
\ I I ^ m -• ^ (4" P.G. SLAB) li
o I In
�-
I MIN. I 4" DIA. STEEL _ •
COLUMN ON x
36"x36"x 15"
REINFORCED P.G.
�y 1 FTG. (TYPICAL) m
— . COO
o
- - - -- - - - - - - - - )IL r W 12 x 19 STEEL IRDER W 12 x 19 STEEL GIRDER W 12 x lg STJ=EL I D R— 1 L - - -1 N L - - -
Y
a I oJc I o 0
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— W 12 x Irl S EEL GIRDER — I — I — W 12 x 19 STEIL GI DER I I— I — I W 12 x IIG S EL Crl D R [�
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L - - J L — J L J L - - J
I
6 _� V " GYP. BD. -- - cd
r� INSTALLED ON
lL = 0 UNDERSIDE OF I ___ I �Q
Ul STAIR AS PER 1 - Uj �
X SECTION R302.13 r 1♦- 1 I I „�
OF 2015 1 RC N >
UNEXCAVATED I I r 0 N - -
5" REINFORCED CONCRETE SLAB W/ I + I X m
6 x 6 x W2.0 x W2.0 EPDXY COATED I to a I W 12 x 19 STEEL GIRDER00
I WWM ON VAPOR BARRIER OVER u - -I - - - - I N
N COMPACTED FILL (T„PICAL) `I9 I I m m fY
PITCH TO DOORS J6 / FT. N rn JI N Q
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12" THK. 10'-0" I z
B HIGH POURED
WALL ON 12'Dx ION Up I r\ 0 L 07 Seal / Signature
CD
DROP TOP OF FND.
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22'-0" UP 2=I 1�" I 15'-O" 12 12" I 14'-0" I 1 " 171 31_0n �+ �0 ti
I--- MIN. I c0 '
!J I I HIGH THK.
POURED11 I L_
GONG. FOUNDATION I _ Project No.: 168
"•x 10"-IRRESaUR_F_TR_EAT-Ea "U-E-Z-- (L I WALL ON 12" x 24"
'SIMPSON WOOD CONG.PFOOOTIDNG r � PRIVATE
STRONG-WALL
SHEARWALLS' I O (aj
p ABOVE WITH 'HDQ6' I X )n RESIDENCE
I HOEDOWNS @ EACH 112" 7'_0" 12" 7'—O" 12" 7'—O" 12" 5'-6" 12" 5'-6"Id v 12" 3'-6" I I I 31-611 1211Royalton Row Lot 7
�9 SIDE OF GARAGE N
PORTALS- SEE I oattituck,NY
wn o Sou hold Suffolk Count NY
DETAILS P GE A06 ••• L- � � _
( r � Y,
[ � �I - _ (3)- 2' �RESSURE TREATED I I (31 )- 2" x .10" P R TREATED GIR - ® - S.C•T•M#:
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— — — — — — — L — J 1000-113-07-19.36
L — J L — J L J L — J L J L — _J - - - - - - - _ - - - -
L- — — — — — — — — — —J Architect of Record
Nicholas A. Vero,
4'-O" 15'-O" Ir 25'-0" 16'-6" 16'-0" 4'-6" Architect, PC
12"xl2" POURED GONG. 120 Mill Road
PIER ON 24"x24 x12" Westhampton Beach,NY 11978
Fou N DA71 oto PLAN POURED CONC. FTG.
MIN 36" BELOW GRADE T:631-288-1404
u— 1— ii (TYPICAL) F:631-288-0549 E:nveroarch`naaol.com
SCALE: 1/4 —1 O
Date Scale
6/12/18 %411=1'-011
Drawing Title
FOUNDATION
PLAN
Drawing No.:
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30'-6" (15:.-!6
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3)-I14" 17/,"LVL (3)-2"x10" ( )-VxIOn COvID PORCH
I 321062 10 32106210 ` I PRIVATE
21062 21062 1062 tY �
A a U 2"x10" R.R. ( I RESIDENCE
'SIMPSON WOOD Q 0 @ 16" O.C.
STRONG-WALL b I I Royalton Row Lot 7
0 SHEARWALLS' WITH I x - x
I 'HDQB' HOLDOWNS - I Mattituck,NY
�9 @ EACH SIDE OF I (V tj N I Town of Southold,Suffolk County,NY
GARAGE PORTALS-
SEE DETAILS PAGE I I - I 6
A06 I I S.C.T.M #:
— (3)- I3/4" x 11/," LVL HDR. (3)- 13/4" x 117/,' LVL HD (3)- 13/4" x I1�/e" LVL HDR. N
1000-113-07-19.36
21062 21062 21062
— — Architect of Record
Nicholas A. Vero,
3'-6" 8'-O" 3'-6" W-6" 8'-0" 8'-0" 4'-6" 6'-0" 8'-6" � 712'-0" 8'-O" 8'-0" Architect, PC
4'-0" 15'-O (�25'- " 166 6" 16'-O' 4'-6"
120 Mill Road
x 10" _..� Westhampton Beach,NY 11978
i�OXDBEARING
FIRST FLOOR PLAN
COLUMN T:631-288-1404
f F:631-288-0549 E:nveroarch(a>aol.com
COLUMN
SCALE: 11411=11-011
Date Scale
6/12/18 %411=1'-011
NOTE: ALL WINDOW * GLASS DOOR Drawing Title
MODEL NUMBERS ON FLOOR PLANS
FIRST FLOOR
AND ELEVATIONS REFER TO ANDERSEN
400 SERIES WINDOWS Q DOORS- SEE PLAN�T
FLOOR PLANS FOR EGRESS AND r L 1
SAFETY GLASS REQUIREMENTS
Drawing No.:
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I
ROOF DECK CONSTRUCTION
8411 MAHOGANY DECKING ON 2" x
TAPERED SLEEPERS
BUILT-UP ROOFING PITCHED Y4"/FT. A
%" EXTERIOR GRADE PLYWOOD
SHEATHING O
2"x8" D.J. 0I6" D.G.
3'-O" HIGH WOOD RAIL
1 n 1 n 1 n 1 11 1 n 1 11
�1 -4 S-4 20 O
41-8" 4'-611 5:_6:' S1_6n 41-611 ----------------------
41-8"
--- 171-0" --------------
N
I I I
I I
I
ROOF DECK
Za BUILD UP P OF 7Y4" a
FLOOR JOI S THIS
AREA TO FLUSH 1
_ W/ MAIN II FLOOR
------------------------ — — — 21052 FWT- -6011 21052 — — — JOISTS I
1 I (TEMPERED GL.) FW 0611 (TEMPERED GL.)
( TEG ESS
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a N
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Ix I I IxN N - I I I I - PRE-FAS GASNOle.
FIREPLACE SHALL I N CONFORM TO ANSI -
N 1 STANDARD Z21.50,*
a U 51 1 W R I I @ 16 O.0 I I SHALL BE EQUIPPED 2
W/ COMBUSTION AIR I 1
1 BEDROOM O - I I I I I SOURCE 4" -bn 4n 71_pn 6n
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1 x �
13/" IIS/g' LVL RIDGE 13/4" x 117/,' LVL RIDGE �®
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24 10 @ 161' O.G� @ 16" i G. % (3)-Is/4"x�l "LVL HDR. ( ED N7
I I Qj •C� 'r
— — — — — _ BEDROOM
1 C14 CX 14 C14
1 1 211x 1C.J. I I I Fy I cV
— — — — — — — _ — J I I I , ' N
I @ I6" O.G. I I 1 W
1 I 1 1 1 I > I 1 -
�' I 1 I 1
HEIGHT PLATE
1 ll� "LVL HDR. 2" x p" R.R. x 2" x 10� R.R. 1
«,, --- @ 161 O.G. @ 16" OC
---------------------
T--- 210410 21 111 210410 I �a I 1
ro•ect No.: 1608
21C 10 J
1 (EGRESS)
A - I ^I I 1
I I I I PRIVATE
O I I 211 X " G.J. I I
RESIDENCE
1 I @ 16 O.G. 1 Royalton Row Lot 7
1 Mattituck,NY
(3)-13/4"xl lel"LVL HDR. I 1 Town of Southold,Suffolk County,NY
L------ ------------ ------------ ----------------------- -----
210410 21 Ill 210410 ———J S.C.T.M #:
— — F2 Ess — — — — — — 1000-113-07-19.36
Architect of Record
8'-O" 8'-011 10'-6" 101-611 81-0" 81-0"
Nicholas A. Vero,
41—�1" 16'—OI' 21'—o" 16'—O" 41-611 Architect, PC
a 120 Mill Road
SECOND F L OO 1` PLAN Westhampton Beach,NY 11978
T:631-288-1404
SCALE: 1/4' =1'-O'
F:631-288-0549 E:nveroarch r aol.com
Date Scale
NOTE: ALL WINDOW 4 GLASS DOOR 6/12/18 Y411=11-0"
MODEL NUMBERS ON FLOOR PLANS
AND ELEVATIONS REFER TO ANDERSEN
Drawing Title
400 SERIES WINDOWS * DOORS- SEE
FLOOR PLANS FOR EGRESS AND
SAFETY GLASS REQUIREMENTS SECOND FLOOR
PLAN
Drawing No.:
p � a
i
TYPICAL ROOF CONSTRUCTION
' I I
18" LONG RED CEDAR PERFECTION PRESSURE
i
TREATED ROOF SHINGLES 411' 5 1/2" EXPOSURE o
30# BUILDING FELT
Y2" CDX PLYWOOD SHEATHING
2"x10" R.R. 0 16" O.G. -
8V FIBERGLASS INSULATION W/ VAPOR
BARRIER (R-30)
T.O. ROOF
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12
WHITE AZ
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/ FCF bo FASCIA- WHITE
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FRIEZE SOAR -
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_p[I IR -11111 TJI
WHITE
42
51'4"x4" AZEK
1
WINDOW t DOOR
TRIM— WHITE 24310 CI G WI GI 6
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210410 210410 10410 -- ----------------- 210410 1041 210410
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FIN. SUB FLR.
———————————— ———— ——————————————————————— T.O. PLT.
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AZEK
BEADBOARD
VENTED
SOFFITS- ❑ ❑ ❑ ❑ :11:11:1
❑
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1"x8" AZEK
111LFASCIA- WHITE 103 1
%"x8" AZEK
FRIEZE BOARD-
WHITE
21062 1062 21062 21062 21062 21062 210621=1 El
21062
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FIN. SUS FLR.
- - ELEV. 33.0'
tJ i
AVG. NATURAL GRADEJgh
1 SOUSE
10" x 10" ELEV. 31.0'FRONT OF
LOADBEAR I NG
FIBERGLASS
COLUMN (TYP.) FRONT
Q O�� T E L EV AT I ON
1` 1 �l i
SCALE: 1/,411=11-011
I �
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EXTERIOR WALL CONSTRUCTION -
18" LONG RED CEDAR PERFECTION l
SHINGLE SIDING- 5&" EXPOSURE'
15# SATURATED BUILDING FELT
Y2" CDX PLYWOOD SHEATHING - -
2"x6" STUDS 0 I6" O.G.
5X2" FIBERGLASS INSULATION W/ V.B.
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11. 1111 IIHIII III
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Project No.: 1608
21042 21042 PRIVATE
RESIDENCE
12 Royalton Row Lot 7
—14
Mattituck,NY
——— Town of Southold,Suffolk County,NY
S.C.T.M#:
- - 1000-113-07-19.36
LILArchitect of Record
— ]— —� Nicholas A. Vero,
Architect, PC
24410 120 Mill Road
Westhampton Beach,NY 11978
2462 2462 21062 21062 21062 21062 21062 T:631-288-1404
F:631-288-0549 E:nveroarch r aol.com
Date Scale
6/12/18 %411=11-01'
Drawing Title
ELEVATIONS
RIGHT ELEVATION Drawing No.:
SCALE: 11411=11-011
0
ROOF DECK CONSTRUCTION TYPICAL ROOF CONSTRUCTION
%" MAHOGANY DECKING ON 2" x 16" LONG RED CEDAR PERFECTION PRESSURE
TAPERED SLEEPERS TREATED ROOF SHINGLES & 5 1/2" EXPOSURE AT HEADER,FIELD NAIL THRU SHEATHING
BUILT–UP ROOFING PITCHED Y4"/FT. 30# BUILDING FELT AND METAL STRIP WITH I Od COMMON
%11 EXTERIOR GRADE PLYWOOD Yz' CDX PLYWOOD SHEATHING NAILS OR 16d SINKERS AT LOCATIONS
SHEATHING 2"x10" R.R. is 16" O.G. MARKED BY PAINTED DOTS
1%"x7Y4"LVL D.J. @16" O.C. e4" FIBERGLASS INSULATION W/ VAPcOR
3'-0" HIGH WOOD RAIL BARRIER (R-30)
TOP OF PANEL
I
T.O. ROOF ------
>
o 0
Q z 0 0 0 _
0 0
N
BLIND0 0 0 0 °
w
o I
0 o I
12 12
00 °o HEADER
i2 12
0 0
12 . o °
0 o I
o °
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T.O. PLT.
0 o PERIMETER METAL
° U-CHANNEL
0
FIM 1-111
I
FULL LENGTH GARAGE HEADER
I
I
6 36 MINIMUM SIZE SHALL BE:
�j642 642 21052 F 11 2105 6 x 12 DFL
L10410 0410 10410
518X12GLB
m ——— —————— ALTERNATE HEADERS ALLOWED.
I
.9 112 SEE ICC REPORT. 10 ga.STRAP
-------- - ------------------- ��
FIN. SUB FLR_
T.O. PLT_
SHEATHING TO HEADER �
i
IIIIIII hill 111illi III 111 1111111
I
TOP PLATES OF STRONG-WALL
I
I1 11111 111 lid I 1 11 SDS 1/4"x6"SCREWS
21042 10 2 10 2442
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IN. SUB FLR. FWGI -4 FWG,180-4 FWG4380 FIGI 80-4 WH3180
ilk,
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AVG. NATURAL GRADE
10" x 10" LOADBEARING r
FIBERGLASS COLUMN -1 GARAGE PORTAL D E T A I LS
r
(TYP.) r J
REAR ELEVATION
SCALE: N..T.S.
r_
SCALE: I/4"=I'—O" r J BASEMENT STAIRS 36"
r-J HIGH TAILING
r_
r J PRE-INSTALLED
r—I I NUT AND HDQl8 HOLDOWN
r J I PLATE WASHER
r J
oma—r — Fur J
I
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EXTERIOR WALL CONSTRUCTION
ALL THREAD ROD
11 11 1 H 15" LONG RED CEDAR PERFECTION
- - SHINGLE SIDING- 5Y2" EXPOSURE O
15# SATURATED BUILDING FELT COUPLER NUT Q
'I 12 Y2" CDX PLYWOOD SHEATHING BEARING PLATE W/
o 2"x6" STUDS is 16" O.C. SDS 1/4 x 2 1/2"
_ 51�" FIBERGLASS INSULATION W/ V.S. WITNESS HOLES
VISIBLE FOR SCREWS PROVIDED
INSPECTION WITH WALL.
5/8" DIAMETER STRONG-WALL POST.
— d d ° STiUD SHOE NOT
ANCHOR BOLT ° d d
BLIND - - SHOWN FOR CLARITY.
d
d °
- - - ----- d dIII LI 1 11d d ° ° �O p
—— ——
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-- -------------_. --_- ° d d G °
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------ - ---- o
2442 2442 2442 2442 __
DOUBLE PORTAL SYSTEMlz If
"
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e
' P �ect No.: 1608
IIIII III Hill 111 11
.e e•
II' .;I. ' f � ,` � / •; LSTA24 STRAP(MIN.) \ \ ;� 1� Royalton Row Lot 7
JLIL 'i / AT BEAM TO POST \ I \ Mattituck,NY
Town of Southold,Suffolk County,NY
H"1H =1=] HIL—dild I S.C.T.M
. I. I I I I• I I,i
8'MIN. 16'4" MAX.
\ \ 1000-113-07-19.36
2442 i ,�
Architect of Record
'' -_I: ;T -.: \ 16'4" MAX.
Nicholas A. VeroFFF-7-7-Mil 1111111 111 ,
Architect, PC
WF13180 i i�l j:'f-' �' , ;I i�-,i 1,1 I / I
/ HEADER SUPPORT POST \ HEADER SUPPORT POST 1 \ 11 120 Mill Road
I 11 Westhampton Beach,NY 11978
li I X11 I / I T:631-288-1404
F:631-288-0549 E:nveroarchnaol.com
�-----� I I � ION i \ / - •
LEFT FE L Ev T \ b� Date Scale
-----� I I \ :e p: ee 6/12/18 /411-11-011
BASEMENT STAIRS
- SCALE: I/4"=I'—oil ° Drawing Title
� 36" HIGH RAILING ___ _ o °
ELEVATIONS
u a
a
Drawing No.:
e °
` I
I
TYPICAL ROOF CONSTRUCTION
12
I
7 12 18" LONG RED CEDAR PERFECTION PRESSURE TREATED •ys*
�7 ROOF SHINGLES @ 5 1/2" EXPOSQRE
gn# BUILDING FELT
Y2" CDX PLYWOOD SHEATHING * ,
211x1'I R.R, @ 1611 O•C.
I
8y4" FIBERGLASS INSULATION W/ VAPOR BARRIER (R-5n) � rt
ROOF DECK CONSTRUCTION
(2)- I�/4" x 14" LVL RIDGE -
514" MAHOGANY DECKING ON 2" x µ
TAPERED SLEEPERS e
BUILT-UP ROOFING PITCHED Y4"/FT.
EXTERIOR GRADE PLYWOOD12
r
SHEATHING 4
l2Y4"x7Y4' LVL D.J. 016" O.G.
W-O" HIGH WOOD RAIL
T.O. PLT. Branch IKne take-off,and joints
E+
BUILD UP TOP OF 7Y
FLOOR JOISTS THIS 4 EXTERIOR WALL CONSTRUCTION }
AREA TO BE FLUSH 18" LOON RED
G CEDAR PERFECTION
W/ MAIN II7/6" FLOOR - SHINGLE SIDING- %" EXPOSURE `1t 5�i�6iSO4%; CI diIP�3'+1 jFt 1t g '
yt �Dlrtts}1rxlrtfleae�rt,h t4tn�5r?rit,; € „e
JOISTS 15# SATURATED 8'jILDING FELT
Y2” CDX PLYWOOD SHEATHING 1t 1TUl7 � g 1��
s a? r '
MASTER 1 r
f 5 FIBERGLASS INS LATIN W/ V.B. �Al; 1, €
n taa i4 /
2X6 STUDS @ 16 O.G. t fi ,h4i e aE 1 e'�a E,. �{+,� e�
a BEDROOM (R-1 1) y 1 k r r
•k � 1 �
314" PLYWOOD SUBFLOOR
{% i a-Ea i 's`�• ' s 531 r '€ I'
(GLUED E SCREWED) 12
TJI 360 x Il�if�° FL
JSTS. @ 16" O.G.
FIN. SUB FLR_
T.O. PLT_ _ '
T O. PLT.
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FOYER1
COV'D PORCH i° COV'D PORCH
GREAT RM,
.101 lvo
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or 1Im11.ult ~'`> vr:ntil�ltion
air
9/4" PLYWOOD SUBFLOOR
(GLUED E SCREWED) �y
TJI 360 x Il�,fi" FLR. Asti '►PAI II�0 1,0(I`�110N% �¢
JSTS, @ 16" O.G.
FIN. SUB FLR.
FIN, SUB FLR.
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d s Jj w y.
T.O. CONC.
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12 THK. 10-O HIGH s 1 ;,fa a e
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REINFORCED POURED W 12 x I9 STEEL
f� 5 �.
G I RDEP-S r ,
W/ (2)- #4 BARS TOPE
GONG. FOUNDATION WALL E
_ BOTTOM ON 12" x 24"
POURED REINFORCED
FOOTING- BASEMENT
Q CONCRETE WALLS SHALL 8E
Q (3)- #4 BARS DAMPPROOFED AS PER R406.1
„ BY APPLYING ANY ONE OF
CONTINUOUS @ 13 O.G.
THE LISTED DAMP PROOFING � i
3 Xx +1
MATERIALS OR ANY ONE OF fi "
THE WATERPROOFING r + € Ij a1- 1rE
MATERIALS LISTED IN SECTION
R406.2 TO THE EXTERIOR OF
` nl THE WALL a
4 P.C. SLAB
T.O._FTG_-- 777777777
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ROOF SHINGLES @ 5 1/2" EXPOSURE a) O
gn_.# BUILDING FELT Q
Y2" CDX PLYWOOD SHEATHING
2"x10" R.R. @ 16" O.G. N
12 12 8Y4" FIBERGLASS INSULATION W/ VAPOR BARRIER (R-.5n) 12 12 �+
7� �7 7� �7
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BATH �' CLOS. - --- —- --
27± i
6 Seal / Signature
12 �4" PLYWOOD SUBFLOOR �4" PLYWOOD SUBFLOOR .� ` ; - ►
GLUED E SCREWED GLUED E SCREWED G
TJI 360 x 113,6" FLR.i FrTJI 360 x 117/1)" FLR.
JSTS. @ 16" O.G. JSTS. @ 16" O.C.
FIN. SUB FLRft
. •
-- T.O. PLT.
==KEE LIE] MEE
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EXTERIOR WALL CONSTRUCTION Project No.: 1608
18" LONG RED CEDAR PERFECTION
FOYER SHINGLE SIDING- %" EXPOSURE PRIVATE
= 15# SATURATED BUILDING FELT
Y" CDX PLYWOOD SHEATHING RESIDENCE
DINING RM, BEDROOM i 2„ „ „
Cr, C_k 2 xb STUDS @ 16 O.G.
2 GAR GARAGE Q 5Y2" FIBERGLASS INSULATION W/ V.B. Royalton Row Lot 7
(R-1 1) Y
Mattituck,NY
�4" PLYWOOD SUBFLOOR Town of Southold,Suffolk County,NY
(GLUED E SCREWED)
TJI 360 x 117,6" FLR, S,C,T.M#:
JSTS. @ 16 O.C. 1000-113-07-19.36
" FIN. S4�8 FLR.
T.O. C_ONC_. Architect of Record
Nicholas A. Vero,
r Architect, PC
f.
12" THK. 10'-0" HIGH
REINFORCED POURED
120 Mill Road
CONC. FOUNDATION WALL Westhampton Beach,NY 11978
W/ (2)- #4 BARS TOP E P
BOTTOM ON 12" x 24" T:631-288-1404
WIDE REINFORCED F:631-288-0549 E:nveroarch(a>aolxom
POURED CONC, FOOTING- BASEMENT O
CONTINUOUS R@ 0" O.G. O Date Scale
('E3
S FECT I ON
JO76/12/18 %4 =1 -0"SCALE:
%
4 4" P.C. SLAB Drawing Title
SECTIONS
—_ T.O. FTG.
Drawing No.:
O