HomeMy WebLinkAbout51826-Z �O4",.Of Sol/ryo`o Town of Southold
* P.O. Box 1179
oQ 53095 Main Rd
`rCOUNTI�, l' Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46523 Date: 09/24/2025
THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND
ALTERATION
Location of Property: 715 Legion Ave Mattituck, NY 11952
SecBlock/Lot: 1,42.-2-4
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/14/2025
Pursuant to which Building Permit No. 51826 and dated: 04/14/2025
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Additions and alterations including a finished basement to an existing single-family
dwelling as applied for.
The certificate is issued to: Edward Bonarino ,Dana Bonanno
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 51826 8/29/2025
PLUMBERS CERTIFICATION: Dominick J Fausto Sr 9 2/2025
I
Aut o ed ignature
fsoary° TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• a 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#: 51826 Date: 04/14/2025
Permission is hereby granted to:
Edward M Bonanno
2026 Arch St
Philadelphia, PA 19103
To:
Construct additions and alterations to an existing single-family dwelling as applied forto include a
second story addition and finished basement.
Premises Located at:
715 Legion Ave, Mattituck, NY 11952
SCTM# 142.-2-4
Pursuant to application dated 02/14/2025 and approved by the Building Inspector.
To expire on 04/14/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $789.50
CO Single Family Dwelling-Addition /Alteration $100.00
Total $889.50
Building Inspector
SOUjyQI
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G • Q
Southold,NY 1 1 97 1-0959 'Q
coUNT`I,Nc�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Edward Bonanno
Address: 715 Legion Ave City: Mattituck St: NY Zip: 11952
Building Permit#: 51826 Section: 142 Block: 2 Lot: 4
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: PKJ Electric License No: 60122ME
SITE DETAILS
Office Use Only
Indoor rv— Basement rv— Service r7o Solar
Outdoor P-1 1st Floor Pool r Spa F
Addition 2nd Floor r Hot Tub F Generator
Survey (— Attic Garage rl Battery Storage
INVENTORY
Service 1 ph r Heat Duplec Recpt 18 Ceiling Fixtures 2 Bath Exhaust Fan 1
Service 3 ph F Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 20 CO Detectors
Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 1 Combo Smoke/CO 4
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 13 4'LED Exit Fixtures
Other Equipment: (7)115ArcFault Breakers, Minisplit
Notes: Second Floor Master Bed and Bath, Smokes & Finished Basement
Inspector Signature: X Date: August 29, 2025
Sean Devlin
Electrical Inspector sean.devlin(D-town.southold.nv.us
715LegionAve2ndFlMaster&FinishedBasement
�lcz:•:rt.'?
Town Hall Annex i�O
54375 Main Road Telephone(631)765-1802
'c
P.O.Box 1179 coSouthold,NY 11971-0959
.:fr
F
,; BUILDING DEPARTMENT
S E P 2 2 2025
TOWN OF SOUTHOLD
[3'uiE�ia,Jni,GSEfxi�lEbd CERTIFICATION
Tit�i't �•�c7�1.E S9?�92 W /�
Date: s-
Building Permit No. 6-1 S f4,6
Owner: F—l7 RONN P-rt-�o
(Please print)
Plumber: 16 M 11,3 i e-�-- �j--
(Please print)
I certify that the solder used in the water supply system c .i less t 2/10 of 1%lead.
lumbers Signature)
Sworn to before me this
day of�� 20Z,
�iESSIICA R.&Z-ABETH R.-fkPI O
&4tA) Notary Public,-State of New York
No. 3'1 r;LA6280938
Qualified in Suffolk County
Notary Public, \C�County My Commission Expires May 13,20��
1
OF SOUTyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR. [ ] ROUGH PLBG.
[ ] FO DATION 2ND [ ] INSULATION/CAULKING
[ RAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION PRE C/O [ ] RENTAL
REM RKS: �`iV
qjrjjULfVjr/
40- u
DATE ..INSPECTOR
SOUTyOIo [ 7 5 " l " _'
# TOWN SOUTHOLD BUILDING PT.
comm,�''i� 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
LOU .40MAh g� - :r-
DATE INSPECTOR
�apF SOUTyO
* TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
y INSPEC ION
[ ] FOUNDATION 1ST/ REBAR [ GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION/CAULKIN
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
RE ARKS:
(V, rlAIM
DATE INSPECTOR
�o��OF SOUIyOIo - SS // Le q f v - vC>
# # TOVi/ SOUTHOLD BUILDING �'EP�
cou m,�, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL
REMARKS: n �
r o �
DATE
L E INSPECTOR
OF SOUIyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
coutm, � - 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [. ] WULATIOWCAULKING
[. ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [` ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
MARKS:
onh
CAL .,
0A +0 ox*u4_4
t/
DATE INSPECTO
y_;S+t
y. .
SR
'�i.,1
y.
,�f
�!4 .
..
r5a„'
i
� '�`+�
R... - vvyy +.��
J.k .T `-
m. .�
1�C19'
'9
o �
__ ��_ _ �
��� _ � �, 1
/ '
'� � p.
1 AA
r / ��
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
Ca
Telephone (631) 765-1802 Fax (631) 765-9502 hLtps://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
L 9 W L
H
For Office Use Only
1_0
PERMIT NO. Building Inspector: It
FES 1 4 2025
Applications and forms must be filled out in their entirety.Incomplete
J.:J
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER($)OF PROPERTY:
N-a-,m-e.:Edward .&_,P.q,na_.l3.on.Pn no,,-,. SCTM-# 100 0--1—
P_r_oj_e.ct_Add-ress.:,715, L,e.g_(qR_,�",,._M�gtitu-ck, NY
Phone#:267-265-1600 Emaikedbonanno(W-hotmail.com
Mailing Address:715 Legion Ave, Mattituck, NY 11952
CONTACT PERSON:
Name:Edward Bonanno
Mailing Address:715 Legion Ave Mattituck, NY 11952
Phone#:267-265-1600 n OAa 12>0 nCA K Adjmail:edbonanr1q@ tM i.l.com
_�o
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone M FEm a i 1:
CONTRACTOR INFORMATION:
Name:Thomas O'Neill Custom Design
Mailing Address:362 Garden St, West Islip, NY 11795
Phone#:6. 31-8271588 Email:thomasoneillcdf@grqqil.com
DESCRIPTION OF PROPOSED CONSTRUCTION
E]NewStructure RAddition DAlteration EIRepair ElDemolition Estimated Cost of Project:
Elother
Will the lot be re-graded? E]Yes R No Will excess fill be removed from premises? Eyes §0 No
PROPERTY INFORMATION
Existing use of property:homeowner residence Intended use of property:homeowner residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes 8 No IF YES, PROVIDE A COPY.
8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or 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(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45o�f the New York State Penal Law.
Da,�/L� (3 v eP)� n V/^
Application Submitted By(pr' ame):Edward Bonanno ❑Authorized Agent BOwner
Signature of Applicant Date: � , y "�(���
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
No.01BU6185050
SS: Qualified In Suffolk County
COUNTY OF ) Commission.Expires April 14,2 OQ
Edward Bonanno being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Thomas O'Neill Custom Design
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
I day of rzkif-Qe��= ,20a►5 l I►�-P L
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
sa�fFot �o 1� OLEIthold,
DEPARTMENT-Electrical Inspector ��-f
TOWN OF SOUTHOLD
x i JUL - SoValex- 54375 Main Road - PO Box 1179
New York 11971-0959
Telephone (631) 765-1802
��l far Building Department
Town of Southold
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: ` O `
Electrician's Name:
License No.: M - (o D�gZ�t, Elec. email:
Elec. Phone No: -rjgy I request an email copy of CeIdicate of Compliance
Elec. Address.: g ' r ' ' 11 L 1��H
JOB SITE INFORMATION (All Information Required)
Name: — [-�
Address: \
Cross Street:
Phone No.:
Bldg.Permit#: 5 Tsa L email:
Tax Map District: 1000 Section: I Li a Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLU E SQUARE FOOTAGE (Please Print Clearly):
C�aC�enSlon - � becS.rborr�, Yvtc.�cr b�1., �a���-�r4- .
Square Footage: p
Circle All That Apply:
Is job ready for inspection?: YES❑NO XRough In Final
Do you need a Temp Certificate?: .YES['NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter#
❑New Service Fire ReconnectOFlood ReconnectElService Reconnect QUnderground QOverhead
# Underground Laterals 1 2 H Frame D Pole Work done on Service? Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION P( -kd Pe, 11
� [6D -7
III
.r ® E C E
DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
,JUL - o r -Hall ex - 54375 Main Road - PO Box 1179
"o !' thold, New York 11971-0959
Telephone (631) 765-1802
Building Department
Town of Southold
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date:
Company Name: i
Electrician's Name:
License No.: ' _ (p0` Elec. email: ��, r) ' .
Elec. Phone No:6 3j')°i -!Syy I request an email copy of Ce' ' icate of Compliance
Elec. Address.: `6- `1 , s ' w I11y
JOB SITE INFORMATION (All Information Required)
Name:
Address: > > / , ; , c I IcI7111.
Cross Street:
Phone No.:
Bldg.Permit#: 51�:sa L email:
Tax Map District: 1000 Section: l* Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLU E SQUARE FOOTAGE (Please Print Clearly):
C`^�CZet��� -f�.��.� b�c��r�e�� Ivtc,�3-c,r b�-► f(('�Li�-w�-�- .
Square Footage: bZJp
Circle All That Apply:
Is job ready for inspection?: YES ❑ NO 2rRough In Final
Do you need a Temp Certificate?: YES[2 NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New ServiceF]Fire ReconnectOFlood ReconnectOService ReconnectE]Underground00verhead
# Underground Laterals Ell 2 H Frame Pole Work done on Service? 0 Y N
Additional Information:
PAYMENT DUE WITH APPLICATION '
PERMIT# Address:
Switches I ��
1
Outlets
GFI's
Surface
Sconces
H H's
UC Lts Fridge HW POOL
Fans Mini Fr. W/D
Panel
Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments
RE
V )4 :T- inc.
0
pejjl� LIGHTING +ELECTRICAL SUPPLY
www.RevcoElectric.com
'-7
olt Joe
ti i-o ,,
S'c�ne�s
�yCG,�L� t n L
�'r✓,�ctc�e5 6
" k- b 1-,,4
l O �
HINKLEY
�4p, TV.,
� CONC. 5 9 31
30 „ E
FE MONUMENT 6 0, 0 0 '
0.25' S FE SURVEY OF
0.6' S 6' CHAIN LINK FENCE //�� MAP
/� p /�
_ 0.6' E 0.3' N TAX ldlril LOT `�
N 0.4' W
0VCONC.3
0 8'4 24.3' MONUMENT 0 SITUATE
0 0 TOWN OF SOUTHOLD
GELOW
ROUND °' GARAGE °' O SUFFOLK COUNTY, NEW YORK
POOL w C-0 TAX No. 1000-14200-0200-004000
0 1 2' W SCALE 1"=20'
24.3' W FEBRUARY 14, 2023
z AREA = 9566 sq. ft.
p 16.0' ;�, Z 0.22 ac.
O 00 °C
w w w
r"1 z U
pLd
L
.iJ > Zin
O 4 7 }
a
J p z _3 p
0. 40 a to 0-40
fu O 0 c6
X O KITCHENR X O
I— Z HZ
MASONRY 10.8, y
PATIO 112.1' C/ I
I
14.1
6 FE
6 1 STORY WOOD 0. ' W
GATE
I I
FE I 06 o I
0.1, W I � 1 1/2 � I
^10.0' STORY
6 I _ FRAME
O WOOD I o HOUSE I AERIAL LAND SURVEYING D.P.C. NOTE: LOCATIONS AND EXISTENCE OF ANY
GATE I N N0. 715
O 12.2' I i1� I O 53 PROBST DRIVE SUBSURFACE UTILITIES AND/OR STRUCTURES NOT
10.0' I READILY VISIBLE, ARE NOT CERTIFIED. THE
26.4' 0 SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE.
---- ----------I PHONE: 833-787-8393
(� E—MAIL: SURVEYS®AERIALLANDSURVEYING.COM
N WEBSITE:N WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE
N DISTRICT:100 LOT:4 BLOCK:2 SECTION:142
"UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A
° LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF ARTICLE 134,
00 MAP/FILE NO.: N/A SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW"
/
I �t 0
I n "Copies from the original of this survey map not marked with an original
L
CONC. / of the land surveyor's inked seal or his embossed seal shall not be
MAP OF: Not on a filed subdivision map considered a valid true copy." "Certification indicated hereon signify that
MONUMENT r this survey was prepared in accordance with the existing Code of Practice
0.65' S for Land Surveys adopted by the New York State Association of
Profesional Land Surveyors. Said certifications shall run only to the
0.16 E P.O.B. CONC. TITLE NO.: person for whom the survey is prepared, and on his behalf to the title
MONUMENT ( i company, governmental agency and lending institution. Certifications are
not transferable to additional Institutions or subsequent owners."
MAP FILED DATE: N/A
CONC. SIDEWALK —Av — COUNTY TAX MAP ID: 0100-14200-0200-004000
160.02' SITUATED AT: TOWN OF SOUTHOLD
EDGE OF PAVEMENT
S 5 9 ° 3 0 , ffics ,E,
0 0 >> , A SUBDIVISION MAP LOT S: N/A '-
6 0 0 0 ' o TBD
AVENUE
� 0 COPYRIGHT 2023 RALPH HEIL,
� I— AERIAL LAND SURVEYING, D.P.C.JOB NO.: 23-641
LEGION �?
U DATE: February 14, 2023
W - 41 -�Oad
APPROVED AS NOTED s�"A °Es OF
NECOMPLY R STATE ALL CODES
D TEA-I4-a5sm I AS REQUi D AND CONDMONSS of
;18(3 •Sa BY SOuiHOLDTOW1 a
NOTIFY BUILDWG DEPARTMENT AT MNRIII .
631-765-1802 8AM_TO 4PM FOR THE =
FOLLOWING INSPEGTiONS: � llll
FOUNDATION *6 REQUIRED
FOR POURED CONCRETE
ROUGH-FRAMING&PLUMBING
INSULATION
FINAL.CONSTRUCTION MUST ELECTRICAL
BE COMPLETE FOR C.O. INSPECTION REQUIRED
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS Must provide Manuals
D,J and S as per
NYS Energy Code
PLUMBER CERlYnCATION
ON LEAD CONTENT BEFORE
CERTIFICATE OF OCCUPANCY
SOLDER USED IN WATER TRUSS PLACARDING REQUIRED
SUPPLY SYSTEM CANNOT
EXCEED 2110 OF 1961 LEAD.
Blower door
PLUMBING and ductwork
ALL PLUMBING WASTE testing required.
&WATER LINES NEED
TESTING BEFORE COVERING
Fire separatlon
Mechanical Ventilation regWred as per
system shall be required NYSi Code
per NYS Energy Code
pyDv i& p(OpPtz -}r(ads,rj5er5 and haMra j 15 Provide windbome debris
Oleo Pff- 202 p 1W,6i&n+1 aJ Code 0f N j S &c, -R 311 , protection for new exterior
glazing on buildings as per
NYS Code,
Alm
TYPICAL ROOF CONSTRUCTION
3D TSAR ARa11TFLTY GRADE A9PNALT
LOF 9NIH'dB(—rtwT01 IXISTNG)
EXISTING@.alll{DING FELT
CRAWl-L5PASPACE 6.ORERNIR PLYHDOD sNEaTNIND
311C R.R I Ic'o.c.
0.-A a09FD rn i 9FRAY FDAra INSUlATN1N
A'DRAIN TD ATTIC
DRTMO.L
�s�u
' RFPLACE IXI9T1 �F�
t DcaaJ
P .
I IXTioNDIOR KALL Rm ERFFLTIaJ 9wINGLE
I I MOS 'G. slpND-r)y IXrosuR[(rural IXI9TRJR)
R MECH. / MASTER MASTER F+R'+ar+w'Tm Fill
k'[D%P�TVDOD 9NFATNING
STORAGE R w �pRpq, BAeTN Y.c•sTvm r u•oc. -/•�`
SaJ'flBER4ti•19 IN9VWTION W Ve.(R-19)
b_
4-D' Y'F1YYYlDD 51JBF44M
a-s
O'FUL JST9.
a ic•o.c.
2' PKT. 2- PKT.
Q
a
EXISTING
' CRAWLSPACE
31'_Y _ IGWFD a�3atFJlm�)
F :ntToc.
FINISHED -_
R BASEMENT
mom ���)
n9Y INS�ALL�%g''iRE RATm GM9
CRA
ZE aI�e� EXIST'G
uF �WCLSsPACE
eFLTOJ Rims CF'1a8:2T31 IRC O (3• �)
'_ .. __ _ .: C•TNL FOVRm fPK.rA1NDATIDN :.,. a G
.,LL a 9•.w DE Fa RED z z
READ FDJFING MIN.i'-D'pF1GN
fi Sral/signature
A SECTION t�A�
.yam w+t�/gym
AIOI SCALE: "-1. W L C`'
r
yT o18860 yO�
P OF N2f1
Project No.2341
FOUNDATION PLAN BONANNO
RESIDENCE
SCALE: I/4"m I'-O"
TS Legim.\.'cue
Mauin,.J.NY 1191_
Town I`Sw 14.S—C-1y,
S.C.T.M#:
1000-142.00-02.00-004.000
Architect of Record
Nicholas A.Vero,
Architect,PC
I±0 Mill kaae
WulhampmnR a.NY II•Yl8
T:fi?I.28&IJBJ
' F.631-iea-85J9 E'.nwov.L^gaol mm
Date Scale
11-2-23 %"=1'-0"
Drawing Title
FOUNDATION
PLAN&DETAILS
Drawing No.:
r
———— ———— r-------- ---------1
ex—.
I I I
I I
I I
II 9TG R.R. I CErdtF59) CEG O) CeGRrss) I—�__ —
(a)IY�'LVL F111511 wort. — I ]• I b I
3 � I
ITu0
LL U Ale' MA5TER
A.DROO n ,
0 0 _ I"1
4. 5. b_
ASTER m
iv c.J. � B�TN M1 I I a• .a.nl a
� I
T.+ I
_ I
alo' I A a'-A I
BA
c®. d I CL.
-
I
0
I m I u
n
LIN.
I � I
I \\ I IXIST'G I CL.
I / I C I EXIST'G y
I / i I IY I BEDROOM I Z .z
V
Seal/Signature
ANT
I
0184E0
I OF N2�d
Project No.2341
BONANNO
RESIDENCE
M"ion.a....
--A."-2
Town ul'S.e,,Su1ro0:County,\V
14 k:
FIRST FLOOR PLAN SECOND FLOOR PLAN 1000-000-1 a2.oo-oz.oaooa.000
SCALE: /4"�I'-o" Architect orRecord
SCALE: I/4"=I'-O"
Nicholas A.Vero,
Architect,PC
120 Mill HaaJ
� WraJ:mPmn Hrac6,Nl'110]9
T:G?I-'Y8-It01
F�6il-'_HY-0SJ9 E.nvmovr8^yaol mm
Date Scale
1-2-23
Drawing Title
FIRST&SECOND
FLOORPLAN
Drawing No.:
O�
IR
v
i\
i
i
_ i \
i
i
i rxlsnns amF
/ TYPICAL ROOF CONSTRUCTION
.¢OiITecTU¢PL G r•BR4LT
/ \ Is.aliLolac F�eLLT(ncTcu msna¢)
j \ rf exrcxloa Plrwovo suun+lrm
•\ �:d alm�uss rzeuunaa w vs.(a-c)
j \
j \
j \
j \
—'—'---
/
L
El
/ \
\ PIN.SUS FLR_
PLT---
./
Ir —
I I
ni PIN.9UB FLR_
I I
I
FRONT ELEVATION LEFT ELEVATION
SCALE:
SCALE:
G
v
\
19TIHc¢WF ` Q
/ \
DcF. OR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION
j m am ccn.a PBiFFLrt011 salacLe so rua raonrecrulw c wsn+.Lr " d
slo vy owawae( rd onsnae) amF s"I`aLcs( exlsT°n1 Z z
k.j//' a5•a'%•F e�sTrcuauaaOiuSa 1s�si(e.,•el nPlu.nula lrcl a r>1:Lwr ve.(a_w) ® I7s..Ide ul¢lrn.a.lucr PeLro.. Seal I Signature
oc.
d'FIBBtGt195 INSULJ.TION w V.B.(¢-3a) �A
jI I I I I I I It I I I I I I I I \ -------- _7. oraaar� y0
T o.PLT.
11 ill H III
—`�._--. F OF N2fl
•\ I ® ® Project No.2341
® ` ® _ BONANNO
/ \ RESIDENCE
I j -
I
MJuim 3NrIlL Sl
_ Tmv"orsuuAoly Wblt amlq,�l'
F��BUB Fir?' S.C.T.M Al:
-
PIN_ 5FLw, _- -
✓/ T.O.PLT. ` I = - looa 1az.00 oz.00-aoa.000
I Architect of Record
I ® Nicholas A.Vero,
Architect,PC
I -
J * L I] 1303A:11 Haad
a T:631A 12
Hcadl.M-I19T8
T:G31-'B141JLJ
�� Ig ------ DaI-:BB-05J9 E.nwourL'�aalwm
I$ PLw. Date Scale
———— I 11-2-23 %II_1,_OII
Drawing Title
i ELEVATIONS
REAR ELEVATION RIGHT ELEVATION
Drawing No.:
" I/4"=I'-O" 5CAL E:
SCALE:
Quo
i
DESIGN GOl"iPLIES WITI-I 2020 RESIDENTIAL CODE OF NEW PORK STATE t THE 2020 NEW YORK STATE UNIFORi"i FIRE D.0
NAILING SCE"-IEDULE PRESUMPTIVE
RESU PTII E ILOAIONSMARI MATERIALS
PREVENTION AND BUILDING CODE AND THE STATE ENERGY CONSERVATION CONSTRUCTION CODE
�'FNERAL NOTES:
1. ALL CONSTRUCTION IS TO CONFORM TO N.Y. STATE AND LOCAL BUILDING AS PER TABLE R602.3(1) OF 2020 RESIDENTIAL CODE OF NYS fAs PER RE51320 "AL CODE OF NEW YORK 0-ATE SEC. R401.4.11j
CODES,
LOAD-3-SEARING
REQUIREMENTS. NUMBER AND TYPE SPACING AND LOCATION GLASS OF MATERIAL PRESSURE (POUNDSS RIDGE AS NOTED INSTALL 1 uW 20 GAUGE GALVINIZED
2. ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT
3, ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.C. AND UNDERWRITERS ITEM DESCRIPTIONOFBUILDINGELEMENTS OF FASTEN PER SQUARE FOOT) ON PLANS • STRAPPING ® 16' O.G. W/2-6d NAILS 0 FA. END
REQUIREMENTS. Roof \t�0 MIN. 12' BEARING ON RAFTER SURFACE
4, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD 4-Bd box(2'/,"x0.113")or CRYSTALLINE BEDROCK 12,000 P5F � p 4
PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF GONFLIG-('S OR 3-8dcommon(2'/,"x0.131'1:or ALL UPLIFT CONNECTORS INSTALLED °� {
TO
DISCREPANCIES. 1 Blocking between ceiling joists or rafters to top plate 3-IOd box iY x 0.128");or Toe nail
S. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE 3-3"xa.131"nails SEDIMENTARY AND FOLIATED ROCK 4,000 PSF TO PROVIDE CONTINUOUS LOAD
OVER SCALED ONES. LARGER SCALE DETAILS IM SHALL TAKE PRECEDENCE OVER 4-8dbox 31""x0.113.1;or FOUNPATHDATION
FROM TOP OF RIDGE UP 6^-
SMALLER DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR 3-Sdcommnn(2'1,"x0.i3t'�:or FOUNDATION 50 THAT NET UPLIFT
2 Ceiling joists to top plate Per toe nail 3,000 PSF VALUE 10 TOP OF WALL DOES NOT i S E 2 2 2�25
A COMPLETE JOB IN ALL RESPECTS. 3-ladboz(Yx0.12R"):or SANDY GRAVEL AND/OR GRAVEL (GW i GP) EXCEED 100 PLC '
6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE 3-3"xO.131"nails CONNECTIONS CAPABLE D
ARCHITECT IS NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. 410dbnx(3"xa.128"):or SAND, SILTY SAND, CLAYEY SAND, SILTY "" WITHSTANDING 826 POUNDS DE PER
7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL 3 Ceiling not attached to parallel rafter,laps over 3-16d common(3'I"x 0.16211;or Face nail GRAVEL, AND CLAYEY GRAVEL 2,000 PSF a
WORK DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND partitions(see Section R802.5.2 mid Table R802.52) 4-3•�x0.131"nails Z (SW,SP,SM,SG,GM,*GG) TABLE R1302.11 OF 2020 RESIDENTIAL
MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AUD GOOD PRACTICE. CODE OF NEW PORK STATE
Ceiling joist attached to parallel rafter(heel joint) hle R802 52 Face nail
B. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER N.Y.S. CODES. q , Ta CLAY, SANDY CLAY, SILTY CLAY, CLAYEY
q. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL (see SectionR80_.5.2a+adTahleRBa .5.2) 1,500 PSF
MANUFACTURERS REQUIREMENTS. 4-10dboz(3"x0.128"):or SILT, SILT, � SANDY SILT (CL,ML,M1-F,fG1-F) INSTALL 14"W 20 GAUGE
Collar tie to rafter,face nail or 1 b,"x 20 ga.ridge strap to 3 i0d common(3"x 0.148");or Face nail each rafter R I DG E
10. CONCRETE IS TO BE 3000 P.S.I. MIN. ON i TON PER SQUARE FOOT SOIL 5 ratter ADJUSTABLE LIGHT ROOF RAFTERS AS GALVINIZED STRAPPING A E O,C,
BEARING CAPACITY. PORCHES, CARPORT SLABS AND STEPS EXPOSED TO 4-3"x0.131"Dads W/3-13d NAILS R EA. END MIN. 12"
WEATHER, AND GARAGE SLABS TO USE 3LA P. N MIN, CONCRETE. VERIFY 3-l6d box nails(3'/,"xa.135");or ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS HANGERS (L55U210) NOTED ON PLANS SEARING ON STUD SURFACE
3-16d common nails x x 30. 1;o or 2 toe nails on one side and I toenail
SOIL SEARING CAPACITY IN FIELD. 6 Rafter or roof truss to plate on opposite side of each rafter or (AS Pt_R RE'slpSKTIAt_ CODE OF MEEK YORK STATE SEC• R90I.7) STRAPPING 0 CATHEDRAL re SHEATHING TO BE
11, DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND 4-10dbox(3"x0,128");or truss
UNDER BATHTUBS. 4-3"xO.131"nails (RAFTER TO RIDGE i NAILED TO TOP PLATE
12. SIMPSON "STRONG-TIE" CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL 4-16d(3'/,"xa.135"r,or
LOAD CARRYING CONDITIONS. 3-10d common WxO.148'7;or Toenail STRUCTURAL MEMBERS ALLOWABLE DEFLECTION SCALE•
13. ALL FRAMING LUM13EER TO BE DOUG-FIR #2 FB - 1150 PSI, E-1.4t-1, PSI 4-10dbox(YxO.12817.or
14. ALL HEADERS t GIRDERS TO BE DOUG-FIR set F15 - 1250 PSI, E-1.7M. PSI Roof rafters to ridge.valley or hipraftcrsnrmofrafler 4-3"x 0.131"nails
15. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE AGO PRESSURE 7 to minimum2"ridge team 3-16d box 31/,"x0.135'):or RAFTERS HAVING SLOPES GREATER THAN
TREATED LUMBER. 2-16dcommon(3'/"x0.162'"):or End nail 3/12 WITH No FINISHED CEILING ATTACHED u1� �1 Z
16. ALL EXTERIOR DECK FRAMING SHALL BE AC-0 TREATED LUMBER. 3-10d box(Yx0.128");or TO RAFTERS
17, THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF 3-3"x0.131"naiis ' MIN ROOF
PLANS, WITH ONE BUILDING PERMIT. THE ARCHITECT SHALL NOT BE wan INTERIOR WALLS AND PARTITIONS H/1190 ICE SHIELD �
RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT USING THESE PLANS. 16d common(3'/2"x0.162") 24"o.c.facenail FLOORS AND PLASTERED CEILINGS L/360
15, PREFABRICATED FIREPLACES AND FLUES SHALL BE U.L. 127 APPROVED. S-2
19. ALL HEADERS NOT NOTED ARE TO SE (2) - 2" X 12"• 8 Stud to stud(not at braced watt panels) lad box(3"x 0.128"):or 16-o.c.face nail ALL OTHER STRUCTURAL MEMBERS L/240
20.BRIDGING TO BE EITHER OF SOLID, 1" X B" OR TOGA. CROSS BRIDGING, NOT TO ?"x0.l3t"nails
16d box 0/,"x0.135°');or n„ EXTERIOR WALLS WITH PLASTER OR 5T0000 INSTALL 1-FOLDR W 11 ALL
EXCEED 51-O" O.G. Stud to stud and abutting stud-,at intersecting walleornera "x0.1311nails I o.c.facennil FINISH H/3G0 OPENINGS OVER 6'-O" OR
21. PROVIDE DAMPROOFING AT ALL EXTEF:IOR FOUNDATION WALLS. 9 (at braced wall anels WITHIN 27" OF CORNERS
22.ALL FLITCH PLATES, L.V.L.'S AND GIRDERS ARE TO BEAR ON SOLID WOOD p` ) 16dcnmmon(3'/,"x0.162') 16"o.c.face nail EXTERIOR WALLS-WIND LOADSIA WITW BETWEEN IST AND 2ND FLOOR
POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS, 16d common(3'/^x0.162'1 16"o.c.each edge face nail BRITTLE FINISHES L/240
23.ALL JOISTS AND RAFTERS ARE TO BE BRIDGED @ S'-O" O.G. l0 Built-upheader(2"to2"header with /2"s spacer) a
p 16d box(3'/,"x 0.13$") 12"o.c.each edge face nail
24.INTERIOR BEARING WALLS ARE TO ESE BLOCKED @ 4'-0" O.C. 58dbort2'/"'xa.113'?:or E><TERIOR WALLS-WIND LOAPOIA WITH L/120
26.STEEL ASTM A-36 PAINTED, BOLTS AS NOTED (A307), WELDS-E70XX, z FLEXII3L13 FINISHES
REINFORCEMENT ASTM GR. 60. 11 Continuous header to stud 4-8d common(2'/,"x 0.131}:or Toe nail
26.REC.ORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR 4-lodhnxt3"x0.t28')
ADMINISTRATION OF THIS PROJECT, Ifxicommon(3'/,"xp.162') tfi"o.c.face nail NOTE` I-'"ST'AN t_ENGTH, H+SPAN 1-IEIGHT.
12 Top plate to top plate It)d box t3"x0.128");or A. THE WIND LOAD SHALL BE PERMITTED TO DE TAKEN AS 0.7 TIMES o x
3"x box
(3,nails 12"o.c.face nail THE COMPONENT AND CLADDING LOADS FOR "1'%W E PURPOSE OF TWE - v
NO SUBSTITUTIONS: DETERMING DEFLECTION LIMITS MERSIN.
ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE &16d common(3'/,"x 0,162");or Face nail on each side of end joint STRAPPING INSTALL I K - GAUGE INSTALL SIMPSON HDU2
INDICATED IS "SIMPSON STRONG-TIE". NO SUBSTITUTIONS ARE APPROVED OR 12-I6dbox(3/"x0.l35");or (Min mum splice lengtheach MINIMUM ROOF LIVE LOADS GALVINIZED Qg lfi" O.G. W/3-8d HOEDOWNS a CORNERS
13 Double top plate splice , ( p
AUTHORIZED DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO THE OTHER 1 I0dbcx(3"x0.l-8");or side of end'oint) NAILS O EACH END (TYPICAL 0 BETWEEN FLOORS
COMPONENTS OF THE STRUCTURE, ANY FRAMING HARDWARE 5U55TITUTION5 WILL 12-3"x0.131"nails ) (w POUNDS-FORCE PER SQUARE FOOT of taoR1ZONTAL PRGJECTION) II£A ER AS OTED ALL HEADERS IN EXTERIOR WALLS)
RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER / I INSTALL 1Sq W 20 GAUGE
CONTRACTOR ASSUMING RESPONSIBILITY FOR THE'. DESIGN AND PERFORMANCE OF ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER-•° SPACING AND LOCATION
fbdcommont3'/,"x0.162") 16"o.c.facenail TRIBUTARY LOADED GALVINIZED STRAPPING Qp 16" 12"
THE ENTIRE SYSTEM. Bottom plate tojoist.rim joisLband joist or AREA IN SQUARE FEET W/3-Sd NAILS @ EA. END MIN. 12"
14 16d box t3/"x 0135"):or JACK STUDS BEARING ON STUD SURFACE
blocking(not at braced wall panels) 12"o.c.face nail FOR ANY STRUCTURAL
1=T�IFIZ�Y NOTES: 3"x0.131"arils ROOF SLOPE MEMBER 1H
1. ALL CONSTRUCTION SHALL 13E IN ACCORDANCE WITH THE REQUIREMENTS OF 3-lbd box(3'l,"x0.135"):or 3 each 16"o.c.face nail KING STUDS
THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE LATEST EDITION AT 15 Bottom plate to joist rimjoisLbaadjoistor 2-l6dcommm(3'1"x0.162"):or 2 each 16"o.c.face ntil
THE TIME OF PERMIT APPROVAL. blocking atetojxt,rimj ist.ba RISE 4 INCHES PER FOOT (Ir3) TO LESS 2 D FLOOR
4-Y x 0.131"nails 4 each 16"o.c.face nail
2. EXTERIOR DOORS AND DOORS TO GARAGE U - .32 MAX. 4-8d box(2'I"x 0113"):or THAN 12 INCHES PER FOOT (tell O Z
3. WINDOWS AND ALL GLASS U - .52 MAX. 3-16dbox(311="x0.i35");nr - �
4. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION 4-8d common(2'/,"x 0.t3l'1:or Toe nail WINDOW OR DOOR AS NOTED,
AIR. 160-200 C.F.M. FLUE TO HAVE TIGHT SEATED DAMPER-MAX. AIR LEAKAGE NOTE: ALL WINDOW AND DOOR
4-lOd box t3"x 0.I28"):or GLASS TO COMPLY WITH R.G. OF i
20 C,F.M.. 16 Top or bottom plate to stud 4-3"x0.131"nails MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
5. IT SHALL BE THE RE$FON51BILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, N.Y.S. SEC ERE FOR SAFETY
DE51GN AND TYPE OF MECHANICAL SYSTEM WHICH WILL IBE USED IN SUFFICIENT 3-16dboz(341'•x12"x0.);or (IN POUNDS PER SQUARE FOOT) GLAZING WHERE APPLICABLE
DETAIL AS IS REQUIRED BY THE BUILDING DEPARTMENT, 2-16d box
(Yx0.128"):o62"):or End nail
6. ALL THERMOSTATS SHALL BE ADJUSTABLE 45-76 DEG. F. FOR COMBINATION 3-3 x0.1 I'nail128"):or
HEATING AND COOLING THERMOSTATS THE RANGE SHALL BE 45-55 DEG. F. 3-3°x0.133'%0s
7, COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE 3 t(kihas(3"x0.1'.8"):or USE LIVE LOAD
A MINIMUM COMBUSTION EFFICIENCY OF 75% AND SHALL HAVE STANDBY LOSSES 17 Top plates,laps at comers and intersections 2-16dcommor(3'l,"x0.t62);or Face nail STRAPPING INSTALL I%"W 20 GAUGE IF INSTALL SI 0 CORNERS
ERR
LESS THAN THE CODE SPECIFIED MA}:IMUM BASED ON ACTUAL EQUIPMENT SIZE. 3-3"x0.13t"gaits HOEDOWNS eP CORNERS
EXTERIOR BALCONIES (,O GALVINIZED � 16" O.G. W/9-8d OF FOUNDATION EXTERIOR YWALL SHEATHING
8. INSULATE ALL PIPES AND DUCTS AS PER CODE. 3-8d box(2/,"x 0.113'1;or NAILS s EACH END (TYPICAL V
q, WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 140 DEG. F MAX. 18 1"brace to each stud and late 2-8d common(2'/,"x0.131):or Face nail DECKS 40 ALL HEADERS IN EXTERIOR WALLS)
10. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT p 2-10d box W 0.128");or
HOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. @ 60 P.S.I. PRESSURE. 2 staples 11/," _ _ ATTICS WITHOUT STORAGE 10
Il, HVAG COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH TABLE 4-6 3Sd box t2't,"xo.13'7:or INSTALL HOEDOWNS QD ALL Z
ATTICS WITH STORAGE 20 J-1
z INSTALL ty�"I{�l 20 GAUGE
OF THE ENERGY CODE: MIN. EER (EFFICIENCY) SHALL BE AS SPECIFIED IN 2-8dcommm(?'1,^x0.131"):a Fare nail OPENINGS OVER 6'-0" OR - GALVINIZED STRAPPING R 16" O,C.
TABLES 4-S, 4-q, AND 4-10 OF THE ENERGY GODS. 19 1"x 6"sheathing to each bearing 2-10d box(3"x0.118"):or12. THERMAL TRANSMITTANCE VALUES S ENE NOT BE GREATER THAN T!IE VALUES 2 staples,Vcmn'n,16ga,I%"tong ROOMS OTHER THAN SLEEPING ROOMS 40 WITHIN 27° OF CORNERS �, W/3-Bd NAILS @ EA, END MIN. 12"
TABULATED IN TABLE 5-1 OF THE EN',ERGY CODE. 3-8dbox(2'/,"x0.113'1:or SLEEPING ROOMS 30 BEARING ON STUD SURFACE
13, ALL MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A 3-8dcommonV,"x0.1311);or MIN, 6" BEARING ON BOX SEAM
VAPOR BARRIER LOCATED ON THE WIINTER WARM SIDE OF INSULATION. 3-10d box(Y*128");or STAIRS `O INSTALL "SIMPSON STRONG-TIE"
14. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR 3steples,I"crern,16ga..Ill,"long
CONTINUITY OF INSULATION AT PLAT17 LINES, BAND JOISTS AND CORNERS. 20 1"x8"and wider sheathing to each bearing Wider than VY8" Face nail GUARD RAILS/ HANDRAILS 200 DSP TIES ! 82" O.C. W/ 10- lOd Ud
_-- SIIMPSON STRONG_TIE"
48dbox(2'/,"10.113');or NAILS PRIOR TO SHEATHING ENAILDSPS IES 0R TO SHEATHINGIOd
ARC'HITE TS, STATEMENT, 3-8dcommonCt"x0.131");or WEIGHTS OF MATERIALS (DEAD LOADS I, NICHOLAS A. VERO, ARCHITECT, STATE THAT TO THE BEST OF MY 3-IOdbox(3"x)J28");or 4 KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THAT THE PLANS AND 4staptes,l"crcrn.l6ga.,1'/,"long ,fAS PER RESIDENTIAL CODE OF NEW YORK STATE SF_G. RSM.2.2.2.1) � � ! e n NSPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH THE N,1'.S. ENERGY Flo' TERMITE SATED OVER SILL SEALERCONSERVATION CONSTRUCTION CODE. REFER TO RESC14ECK COMPLIANCE REPORT 4.8dboxQ'/"x01I3'1:or ` ' • ' UNDER TREATED SILL PLATE AS PER O
FILED AS PART OF THE BUILDING PERMIT APPLICATION, ATTACHED TO THESE 38dccmunon(24ix0.131");or AVBRACrB DEAD LOADS SHALL NOT EXCEF� 15 PSF (0.72kN/m'j FOR " a..;� e21 Ioisttosill,topplateagirder Tce nail ROOFS/GHILING A58EMSLIES OR 10 PSP (0.48 ieN/m") FOR FLOOR !. .4 SECTION R318 OF THE 2015 IRGCONSTRUCTION DOCUMENTS, ASSEMBLIES EXCEPT AS FURTHER LIMITED 13Y SECTION R301.',2.2. DEAD a ."o 4k
3-3•'x0.131"nails ebox(2'/,"x 0.113") 4"'o.c.tce nail LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED T14H FOLLOWING• a' ,,e " DIA. ANCHOR MOLTS V 52" O.G.
22 Rim joist.band joist or blocking to sill or top 8d common(2'/,'x 0,131'):or plate(roof applications also) l0d box(3^x0.12R^9;or fi°'o.c.ter nail 122
POUNDS PER d (7" EMBEDMENT) W/ 3" X 3' 13P �" �
THIS PRO.JEGT COMPLIES WITH THE YxO.131"nail
WALL TYPES SQUARE FOOT HOLDOWN CONNECTIONS V OPENINGS 4 WASHER (1'-a" FROM CORNERS)
MECHANICAL CODE OF NY STATE, 3-8dbox(2'12"A.113.9;or (PSF) OVER rot-On OR WITI-IIN 'Z711 OF CORNERS
CHAPTERS 12 THROUGH 24, THE 2-8dcommon(P/="x0.131'T.or HOLDOWN CONNECTION :° iST FLOOR 4 SILL O .D
PLUMBING CODE 01= NY STATE, 23 Vx6^'sublloororlesstoeachinist 3-10d box(Y4.128"hoe Face nal! 15 PSF
CHAPTERS 25 THROUGH 32, THE EXTERIOR LIGHT-FRAME WOOD WALLS Co.72 kN/m°) SCALE: y2"�1'-O"
2 staples,1"crown,16ga.,Pt,"long
ELIEGTRIGAL CODE OF NY STATE, @ CORNERS Q `�
EXTERIOR LIGHT-FRAME COLD-FORMED 14 PSF
CHAPTERS 33 THROUGH 42. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBERAND TYPE OF FASTENER--h- SPACING AND LOCATION STEEL WALLS (0.67 kN/m°)
Floor SCALE"
10 PSF,
2„ 3-16d box(3'/"x0.135").or Blind and face nail INTERIOR LIGHT-FRAME WOOD WALLS - - 0
q < etlhficxx to joist or girder 2-16d common(3141'x 0.1621 (0.48 kN/m )
3-16d box(3'I"x 0.135"i of At each tearing,face nail INTERIOR LIGHT-FRAME GOLD-FORMED 5 PSF O
2.5 2"planks(plank&beam-floor&mnf) 2-16d common(3'/,"x0.162) STEEL WALLS (0.24 kN/m-)
T1'T�IG,�L WIND UPLIFT
r
3-16d common(3'/,"x 0.I62")
4-labox(Yx0.128"i,or " go PSF L�,TERAL S�-IEAR CONNECT IONSCiS
26 Band or rim joist to joist 4-3"x0.13l"mil%;or End nail 8 THICK MASONRY WALLS (3.55 kN/m-) 2. 11
bA 4� bA
4-3"x 14 ga.slaples,'/16"crown 85 PSF 5GALE. ,�'•1'-O" , ,
god common W x 0.1921.or Nail each layer as follows:32"o.c. 6" THICK MASONRY WALLS (4.07 kN/rn-) O N
at top and bottom and staggered. ix � 04
lOd box(Y x 0 t 28'7 or 24"o.c.face nail at top and bottom
511"I P L I F I ED WALL 5H EATH I N G Built-up girders and beams,2-inch lumber 3"x 0.131"rids staggered on opposite sides � " "
PRESSURE NAILING ZoNEs 27 rapers And: GLAZING,' PROTECTION FROM WIND-BORNE DEBRIS
RESIDENTIAL STRUCTURES WITH TRU55
CIS
2-20d common Wx0.192'7;or TYPE CONSTRUCTION, PRE-ENGINEERED
3-I0d box(Y x 0.128'):or Face nail at ends and at each splice
3-3"x0.131"nails NOTE, PROVIDE STRUCTURAL WOOD PANELS V41TH A MiNIMUM THICKNESS OF FASTENERS AS NOTED WOOD RUCTION OR AND/OR TIMBER C
IN SCHEDULE ABOVE CONSTRUCTION FOR NEW DWELLING AND/OR rn
00 00 00
-1-16d box(3'/,^x0.135"):or '74," AND A MAXIMUM SPAN OF 5'-0" FOR EVERY WINDOW. PANELS
3-16d common W/2"x0.i62');a ) SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH ANY ADDITION, ALTERATION A SIGN OR i...
28 Ledfer strip supporting joists or rafters 1_10d box(3"x0.128'3:or At each joist or rafter,face nail SYMBOL DESIGNED IN ACCORDANCE WITH
4-3"x0.131"Mils APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE O Z
w1NOOW PLYWOOD AS NOT't'..D TITLE 19 NYGRR PART 1265 SHALL BE
2-IOdboxl3"x0.128'1.or2-8dcommon SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. 4Q AlSS AFFIXED TO ANY ELECTRIC BOX ATTACHED
29 Bridging or blocking to joist (2'/Z'x 0131".or 2-3"x 0.131"!nails Each end.toe nail
TO THE EXTERIOR OF THE STRUCTURE FOR Sea Signature
SPACING OF FASTENERS FIELD INSPECTION. BRED AC
ITEM DESCRIPTION NUMBER AND Intormedats
O OF BUILDING ELEMENTS TYPE OF FASTENER-ne Edges supports°•° n t 1("r//WWW.DL'6.N t,C',OV/DCEAMOTICADOPT.n 1 r rL#TRUSS
5 pnchosp (lncbos) FASTENER TYPE FASTENER SPACING WINDOW VERTICAL 4 HORIZON*rAL
Wood structural p-tsls,aulmoor,root and lnterlor wall atx"Udngtotr-nitlg and paNctob- Joaro wall sheathing totramixg SILL sin FFENER SIMPLIFIED ROOF SHEATHING 0DIAMETER pS ANT
teae Table twz3(a)fm wood swcruralpa+olex-rror wall stwathingto wall tramingl PANEL SPAN PANEL SPAN PANEL SPAN
O I 6dcommon(2'x0.1131nail(subtloor,wallY S 4'-0' 4'-6' 6'-6' PRESSURE NAILING ZONES
s 30 s/«_y« 8d common(2'1"x0.131")nail(roof);orRSRS- 6 12' 1/" *t6 WD. SCREWS U L
4 ,
a 01(2'/,"x 0.113")nail(roof)` -Yam 16 12' 9" REFLECTIVE * 2
OI 14 8d common nail(21,"x 0.131'):or RSRS-01; 6 12' I I REFLEMVE RED
31 /y,"-1" (21/s"x 0.113")nail trorsfY -- -- -�------- ----- --
y, I
lodcrommon(3"x0.J48'7 nail;or 6 � t 2y" #t3 WD. SCREWS PLYWOOD STORM PANEL -r----- -�--- I FANTONE-tE7
ISO OI 32 1'/,"-!'/," 21 2 2 16" 16" 12' "SHUTTER" DETAIL I 1 O\ O /O I I 01 1 Q�
8d(.,/,"x 0.131')deformed nail \ / i ��. 846�' y
Other wall shasthIng' .- I
`/"swctumi cellulosic Fiberboard P/,"galvanized roofing nail,'/,,"head 7 I O \�------ / I I OF N
-------/ O
A 33 : diameter,or 11,"long 16 ga.staple with/16"or 3 6 I O 1 , I
y, \ sheathing i"crown
/ 2'/r"structural cellulosic I%"galvanized roofingnail,'/,6"head diameter, 3 6 " 4'Y.T.R. 14 / I I Project No. 2341
fiberboard sheathing orI'/."long 16ga staple with'/16"ofl"crown 4 V.T.R. /- t `// ED
�, 1 ,"galvanized roofing nail:staple galvanized. 7 7 ROOF �f ROOF O) r/ I I B ONANNO
WALL S�-I EATH I NG NAILING SC-44 ED U LE 35 /,"gypsum sheathin_ tv2"long;t'/,"screws,Type W or S -� ___ I I
36 $/" um sheathing' l;/s"galvanized roofing nail:staple galvanized. 7 7 i
s gyps long:1'1,"screws,Type w or S I I I O / I I RESIDENCE
Wood structural panels,combination subtloor undormymord to frardng I I"i. F3AT+-I
6d deformed(2"x 0,t20'9 nail;or _ I I I / ( I I 775 Legion Avenue
ZONE 5 ZON 1- 6 37 '/till and fens 8d common(2'/,"x 0.131")nail 6 12 ---r_2" I 1 I O I I
i - ----/---------- I Mattituc NY 11952
01 4 THE CONSTRUCTION TYPE 14 County,
ad ecformed(_/ x a.t o")nnit T 1 - ---- I i I s Town of Southold,Suffolk Coun NY
8d common(_/"x 0.131'1 nail:or 6 12 I 1 1 I I - ------ I s
38 till_,.. ��" 1 ' ' O O I I pEs1GNATION 511ALL�E h
F I ELD ' I z" 12" 12" 1 I I 1 I 1 1 1 I 'il", Nn, 11V•OR 'v' To S
120 O.C. 12" O.G. 1 , 10d common(Yx 0.148")nail;or 6 12 1 12a 1 O 1 MDICATE THE CONSTRUCTION S,C,T,Nl ;
39 !1,"-1 l," 8d deformed(21/,"x 0.120")nail W.G. 12" 1 1 1 1 I CLASSIMCATION OF THE
EDGE I I 4 I -- STRUCTURE UNDER SEC110N DESIGNATION FOR STRUCTURAL 1
6" O.C. 6" (7.G. SHWR 2ND. FL 1 2ND. FL. --1---L----.J---I ( 602 OF THE IB04YS Tree coNSTRucrOF 1000-142.00-02.00-004.000
COMt°ONE?IT'S THAT ARE OF TWJ"3S
KM
�" 11j,' 1�• 2" I - Architect of Record
ALL " EXT_ PLYWOOD WALL SHEATHING TO Be SECURED I--
W ITH 6d COMMON NAILS- 2" x 11 GAUGE - PATTERN AS s" I FLooRFOF FRAMING
BATH GIRDCRSANDBBAMS Nicholas A. Vero
INDICATED ABOVE. I 2'__ WETBAR "R" ROOFFRAM[NG
2„ _� `j-_� ROOF SHEATHING NAILING SCHEDULE "FR" FLOOR AND ROOF FRAMING Architect, PC
I I 120 Mill Road
12" 12' 1 12a
Wc• �2" K.9, ZONE i ZONE 2 ZONE 3 ZONE 4 Westhampton Beach,NY 11978
TABLE R301.2(1� Dw T:631-288-1404
wR. AREA CALCULATIONS F:631-288-0549 E:nveroarch a aol.com
GLIMAGTIG AND GEOGRAPHIC DESIGN CRITERIA IST. FL.
IST. FL FIRST FLOOR (I�JCIST'G) . 1111 JQ_ Fr.
FIELD
3" IIf,' 2.1 'fie 2" el O.C. 12" O.C. 3" O.G. 4" O.G. 5DGOND FLOOR (EXISTING) 682 SCD. IFT. Date Scale
WIND SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD AIR a SECOND FLOOR (ADDITION] 27M SQ. F*' 11-2-23 AS NOTED
GROUND SEISMIC FLOOD WIND
SNOW SPEED DESIGN DESIGN UNDER-LAYMEN FREEZING 3' 3
LOAD MPH CATEGORY FROSTLINE HAZARD EXPOSURE
( ) WEATHERING DEPTH TERMITES DECAY TEMP REQUIRED INDEX EDGE TOTAL zoz2 act_ FT.
till 3" 4" O.G. 6" O.G. 3" O.G. 4" O.G.
Drawing Title
20 PSF 130 MPH SUFFOLK SEVERE 3'-O' MODERATE SLIGHT TO SUFFOLK YES AS PER S 599 C.O• (- -� s" C.o. r--� COVERED PORCH fexlsrG� 20 t3o, P"1-.
3 SEC, 6 TO HEAVY MODERATE 11 FEMA 1 1 ALL " EXT. PLYWOOD WALL SHEATHING TO SE SECURED GARAGE fEx1sT1NG� 320 SQ. F-1-. NOTES
GUST I I WITH 8d COMMON NAILS- 2YZ' x 10 GAUGE - PATTERN AS cAfsAtvA (ADDITION) zqs so. FT.
TO AN APPROVED 4" X.O.C.1. TO AN APPROVED INDICATED ABOVE.
NOTE+ THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE .2015 INTERNATIONAL BUILDING 4" X.H.C.1. SAlsIrrARY sysi-sM SANITARY SYSTEM ROOF DECK (ADDITICNI) 58 80. FT.
CODE AND THE 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE
STATE ENERGY CONSERVATION CONSTRUCTION CODE HOUSE
_j O l I S E GARAGE/CABANA
T�T lJ Drawing No.:
FL.U1"fBI NGr RISER DIAGRA1"i o 0 Q
N.T.S.
_. I
TYPICAL ROOF CONSTRUCTION
30 YEAR ARCHITECTURAL GRADE ASPHALT
ROOF SHINGLES (MATCH EXISTING)
16# BUILDING FELT
16' EXTERIOR PLYWOOD SHEATHING
2"x10' R.R. A 16" O.C.
R-4q CLOSED CELL SPRAY FOAM INSULATION
ATTIC
EXTERIOR WALL CONSTRUCTION
10' LONG RED CEDAR PERFECTION SHINGLE
SIDING— %' EXPOSURE (MATCH EXISTING)
MASTER MASTER 15u SATURATED BUILDING FELT
R_M BEDROOM BATH kx� CDX PLYWOOD SHEATHING
Af 2 x6 STUDS 9 16 O.G.
A FIBERGLASS INSULATION W/ V.B. (R-101)
A101
94' PLYWOOD SUBFLOOR
EXISTING (GLUED 4 SCREWED)
CRAWLSPACE 2"xI0' FLR. —ISTS.
P 16, O.C.
a' DRAIN TO
DRYWELL
3' WIDE
CRAWLSPACE
REPLACE EXISTI ACCESS
DOOR WITH NEW
30" DOOR
`Q IL I % PLYWOOD SUBFLOOR
I I I s-a (GLUED t SCREWED) 5_4
EXIS 'G. I FEX
15-rG. FLR. JSTS.
R M o MECH. / 0 16' O.C. 1
STORAGE
gl—od EXIST'G
14' a' CRAWLSPACE_
(2' P.C. 51 AH)
0
8" TW. POURED CONC. FOUNDATION
WALL ON 8' x 16" WIDE POURED 03
GONG. FOOTING MIN. 3'-0' BELOW
GRADE
___ SECTION o
WQ� (U
SCALE: y4"�1'-O" Q
EXISTING '" d o
CRAWLSPACE
21'-2' a'
.O
FINISHED 03
BASEMENT
CO N
INSTALL 9y' FIRE RATED G.W.B. pi
ON WALLS t CLG. BETWEEN
GARAGE ak DWELLING AS PER UP
5EGTION R302,6 OF THE 2021 IRC O N
sD Q �
N
_
00
N
z z
Seal / Signature
A C
FAIT
fq.5'� BONANNO G -1
* O
to
EXIST'G. FLOOR -1 018461-�` �O
JOISTS
OF N
NEW (2)2"xB'
FOU N DAT 1 ON PLAN GIRDER CLEAT Project No. 2341
SCALE: 1/4"=1'—O" EXISTING LVL RESIDENCE
GIRDER 775 Legion Avenue
Mattituck,NY 11952
Town of Southold,Suffolk County,NY
BASEMENT STAIR HEADER DETAIL S.C.T.M#:
1000-142.00-02.00-004.000
Architect of Record
Nicholas A. Vero,
Architect, PC
120 Mill Road
Westhampton Beach,NY 11978
T:631-288-1404
F:631-288-0549 E:nveroarch t aol.com
Date Scale
11-2-23 %1'=11-01t
Drawing Title
FOUNDATION
PLAN & DETAILS
Drawing No.:
O
i
20-0"
7'-4" 7'-4" 8'-4" 3'-0"
r—
EXIST'G R.R.
� I I
I I
210410 21 10 210410 I I
I �XIST'G R.R. (EGRESS) (EGRESS) (EGRESS)
— I 2031E-2
I m F(3)94"xll7ifj" LVL HDR. (TEMPERED)
(3)VY4'xq'4' LVL FLUSH HDR. I o
I � TUB :o
"l
V A I 5'-011
A
o O Alol I MASTER 10' sHWR A1o1
fl
x - _ BEDROOM 2 x R.#G.J.
�_ I � 16' 0.G.
x 0 6" 13'-8" 6" 7'-6"3 4" 3'-0" o "
6 m
N MASTER m n C
A 2"x1 " R.R.4G.J. a BATH `
0
pq 4 t
NxQ N iV---_ -- _ ----_ — — 0 ® ® WG
z W > (3)W4" R'4" LVL FLUSH HDR. wG
" T � O
F I �
N I \ I EXIST'G o
3'-4 I BATH x to
19
Cd
I
�
to CIO En
m
X s 1-1 w rz I y 0
-------— —————— w
Q �
b o I O
I
\ / ° n C4
�
I .
\ I I
I �
i
I >I EX. I lx
I I
EXIST'G GL.
BEDROOM
N
BEDROOM Q ao
lfi I o o
I
X I I z z
Seal/ Signature
i RED AC
I � PN
� Ry
----- - -----I-- _ L C�
o
L) J
EXI ST'G. I I EXI ST'G.
0184611 y0
OF N
Project No. 2341
— — — — J B ONANNO
RESIDENCE
775 Legion Avenue
Mattituck,NY 11952
Town of Southold,Suffolk County,NY
FIRST FLOOR PLAN SECOND FLOOR PLAN s.C.T.M#:
1000-142.00-02.00-004.000
SCALE= 11411=1'—O" SCALE: 11411=1'—O"
Architect of Record
Nicholas A. Vero,
Architect, PC
120 Mill Road
Westhampton Beach,NY 11978
T:631-288-1404
F:631-288-0549 E:nveroarchgaol.com
Date Scale
11-2-23 %411=1'-011
Drawing Title
FIRST & SECOND
FLOOR PLAN
Drawing No.:
0 O
/ EXISTING ROOF
/ TYPICAL ROOF CONSTRUCTION
/ \ 30 YEAR ARCHITECTURAL GRADE ASPHALT
/ \ ROOF SHINGLES (MATCH EXISTING)
15# BUILDING FELT
\ V EXTERIOR PLYWOOD SHEATHING
8�i"I FIBERGLASS INSULATION W/ V.B. (R-30C)
/ \ T.O. PLT_
T.O. PLT. /_ - - --
/ \ -CID
-
/, IFE
I /°° LJ LJ LJLJ
I
FIN. SUB FLR IN
_ \
F . SUB FLR_
T.O.-PLT_-- \! T.O.-PLT;--
'II
W iFy
'13 u u uz RJ
Z
J O of J
la
IL
FIN. SUB FLR_
IN. SUS FLR_ -
_ I
I I
--
FRONT ELEVATION LEFT ELEVATION
SCALE: 1/4"=I'—O" SCALE:
a�
O
c�
u E
/ \ ° `2
/' \ o
Cd
/ \ o
w°
EXISTING ROOF /
O
\ Q N
EX F RIOR WALL CONSTRUCTION
00
/ 18" LOi RED CEDAR PERFECTION SHINGLE TYPICAL ROOF CONSTRUCTION
SIDING- EXPOSURE (MATCH EXISTING) 30 YEAR ARC141TECTURAL GRADE ASPHALT p O
/' 15# SATURkED BUILDING FELT ROOF SHINGLES (MATCH EXISTING) 'Z Z
Y,' CDX PLYWOOD SHEATHING
/ 21 STUDS @ b' O.G.
/ 1 # BUILDING FELT
5Yz" FIBERGLASS INSULATION W/ V.B. (R-19) Ys" EXTERIOR PLYWOOD SHEATHING
2"xio" R.R. @ 16" o.c. Seal / Signature
FIBERGLASS INSULATION IN/ V.B. (R-30C) D AC,Q
\ 5�s ANr�
C'A
Ilk
IJULI
\ I Project No. 2341
FIF
BONANNO
/ \ I 775 Legion Avenue
Mattituck,NY 11952
/ \ Town of Southold,Suffolk County,NY
FIN. SUS_FLR. \` I YE
-FIN. FLR. S.C.T.M #:
/ T.O. PLT. - ---
—_—_—_ \, _- T.O. PLT. 1000-142.00-02.00-004.000
Architect of Record
Nicholas A. Vero,
Iw Architect, PC
z l o o I z 120 Mill Road
Westhampton Beach,NY 11978
(� T:631-288-1404
a
0.I i p F:631-288-0549 E:nveroarch a aol.com
oc
tLi FIN. SUB FLR. i� FIN. SUB FLR. Date Scale
Drawing Title
i ELEVATIONS
REAR ELEVATION RIGHT ELEVATION
Drawing No.:
SCALE: 1/4"=1'—O" SCALE: 1/4"=I'—O"
O
I
r-———————---————————--
d
TV
ILE
LK 101 --.0-
IGFI
J
nr
L1 1 � , ,� � � I I 0
LI I
LL - -- ----- ---
----------------
aw�
TO SWITC,
-----------------
(U
0 SWITr To,
0
-------------
o
cti
T--
FOUNDATION ELECTRICAL SECOND FLOOR ELECTRICAL
SCALE: 114"=I'-O" SCALE: 114"=I'-O"
0�
(U
Z
Seal Signature
aED AC)j�
C
ANT,
I((-,
Z- C,A
NO
01846A-'\
0
KEY TO ELECTRICAL SYMBOLS Project No. 2341
BONANNO
-0- RECESSED LED LIGHT FIXTURE CEILING FAN EX-ERIOR FLOODLIGHTS DUPLEX OUTLET PN TELEPHONE JACK RESIDENCE
2' 4' FLUORESCENT LIGHT FIXTURE DUPLEX OUTLET - DEDICATED CIRCUIT 0 DOORBELL 775 Legion Avenue
RECESSED LOW VOLTAGE LIGHT FIXTURE RECESSED LED FIXTURE EXTERIOR Mattituck,NY 11952
4- RECESSED LED 'EYEBALL' LIGHT FIXTURE -0- SURFACE MOUNTED INCANDESCENT - EXTERIOR IJN)ERCABINET FLUORESCENT STRIP LIGHT DUPLEX OUTLET - ABOVE COUNTER HEIGHT t HOSE BIB Town of Southold,Suffolk County,NY
WALL SCONCE SPEAKERS $ 51,TGH DUPLEX OUTLET - GROUND FAULT INTERRUPT n EXHAUST FAN S.C.T.M#:
-0- WALL MOUNTED IW-ANDESCENT LIGHT FIXTURE JUNCTION BOX - GARAGE DOOR OPENER $,-p 5F-ED SWITCH GRI DUPLEX OUTLET - WEATHER PROOF EXTERIOR 05D SMOKE DETECTOR 1000-142.00-02.00-004.000
RECESSED LED - --ONPLETELY ENCLOSED JUNCTION BOX - HANGING FIXTURE SELECTED BY OWNER $D DIIIMER SWITCH DUPLEX OUTLET - CEILING MOUNTED a.O. CARBON MONOXIDE DETECTOR Architect of Record
4- G Nicholas A. Vero,
NOTE: ALL SMOKE
SURFACE MOUNTED UTILITY FIXTURE JUNCTION BOX - SURFACE MOUNTED SELECTED BY OWNER $3 THREE-WAY SWITCH DUPLEX OUTLET - FLOOR MOUNTED DETECTORS TO BE Architect, PC
$4 FOUR-WAY SWITCH F R HARD HIRED 120 Mill Road
FAN LIGHT JUNCTION BOX IN CEILING FOR FUTURE USE COAXIAL T.V. CABLE JACK Westhampton Beach,NY 11978
4- 4- $1 E)C)R JAMB SWITCH T:631-288-1404
F:631-288-0549 E:nveroarch@aol.com
Date Scale
8-16-24 Y4 11=1 1-011
Drawing Title
FIRST & SECOND
FLOOR ELECTRICAL
Drawing No.:
i
DESIGN GO-lPLIES WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE THE 2020 NEW YORK STATE UNIFORM FIRE
PRESUMPTIVE LOAD-BEARING VALUES PREVENTION AND BUILDING CODE AND THE STATE ENERGY CONSERVATION CONSTRUCTION CODE
FNERAL NOTES: NAILING SCHEDULE OF FOUNDATION MATERIALS
I. ALL CONSTRUCTION 15 TO CONFORM TO N.Y. STATE AND LOCAL BUILDING AS PER TABLE R602.3(1) OF 2020 RESIDENTIAL CODE OF NYS CAS PER RESIDENTIAL CODE OF NE314 YORK STATE SEC. R4oi,A.1)
CODES.
2..ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT LOAD-BEARING
REQUIREMENTS. NUMBER AND TYPE RIDGE AS NOTED
3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.G. AVD UNDERWRITERS ITEtI DESCRIPTION OF BUILDING ELEMENTS OFFASTENER'k0 SPACING AND LOCATION CLASS OF MATERIAL PRESSURE (POUNDS INSTALL ia"W 20 GAUGE GALVINIZED
REQUIREMENTS. PER SQUARE FOOT) ON PLANS • STRAPPING ib" O.G. W/2-8d NAILS 6 EA. END
Roof MIN.MIN. 12" BEARING ON RAFTER SURFACE
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD 4-8d box(2y="x0.113')or
PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS OR CRYSTALLINE BEDROCK 12,00E PSF
DISCREPANCIES. 1 Blocking between ceilingjoists to Toe nailALL UPLIFT CONNECTORS INSTALLED
C
S. DO NOT SCALE THE DRAWINGS. WRITTEN, DIMENSIONS SHALL TAKE PRECEDENCE JO' a rafters top 3-8dcommon(2'/="x0.3-l0dtxnr(3"x0.128'3;a13F);or
3-3"x0.131"nails SEDIMENTARY AND FOLIATED ROCK 4,000 PSF TO PROVIDE CONTINUOUS LOAD
LI
OVER SCALED ONES. LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER 48d box(2'/="x0.113");a
SMALLER DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR 3-8dcommon(2'/="x0.131');or FROM TOP OF RIDGE TO
FOUNDATION 50 THAT NET UPLIFT
A COMPLETE JOB IN ALL RESPECTS. 2 Ceiling joists to top plate Per joist,toe nail 3 000 PSF
6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE 3-1odMx(3"x0.128'3;a SANDY GRAVEL AND/OR GRAVEL (GW * GP) , VALUE AT TOP OF WALL DOES NOT
ARCHITECT IS NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. 3-1Odbo Wnails EXCEED 100 PLF
7. THE CONTRACTOR SHALL HE RESPOh151HLE FOR ADEQUATELY BRACING ALL 4lOdtoz(3"x0.128");or SAND, SILTY SAND, CLAYEY SAND, SILTY CONNECTIONS CAPABLE OF
Ceiling joist not attached to parallel rafter,laps over 3_l6dcommon(3'/"x0,162);or Facennit GRAVEL AND CLAYEY GRAVEL WITHSTANDING 325 POUNDS AS PER
WORK DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND 3 partitions(seeSectionR802.5.2andTableR802.5.2) 4-3"x0.131"nails? (SW,SP,BM,SC,Gr1,4GC) 2,00E PSF TABLE F NEW OF 202E RESIDENTIAL
M15ALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD PRACTICE. GODS OF NEW PORK STATE
B. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER N.Y.S. CODES, 4 Ceiling joist attached to parallel rafter(heel joint) TableR80252 Face nail
el. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL (see sectionRR02.5.2 and Table R802.5.2) CLAY, SANDY CLAY, SILTY CLAY, CLAYEY
MANUFACTURERS REQUIREMENTS. 4-10dbox(3"x0.128');or SILT, SILT, 4 SANDY SILT (GL,ML,Mi4,tG4-I) 1,60E PSF
10. CONCRETE R TO BE 300E P.S.I. MIN. ON 1 TON PER SQUARE FOOT SOIL 5 Collar tie to rafter,face nail or 1'/4"x 20 ga.ridge strap to 3-1 Od common(3"x 0.148"):or Face nail each rafter R I DG E
BEARING CAPACITY. PORCHES, CARPORT' SLABS AND STEPS EXPOSED TO raft`v ADJUSTABLE LIGHT ROOF RAFTERS AS INSTALL 1 a"W 20 GAUGE
43"x0.13I"nails GALVINIZED STRAPPING 16" O.C.
WEATHER, AND GARAGE SLABS TO USE 3600 P.S.I. MIN. CONCRETE. VERIFY 3-16dboxnails(31,"x0.135'7;a ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS HANGERS (LSSU2to) NOTED ON PLANS W/3-8d NAILS ® EA. END MIN. 12"
2 the nails on one side and 1 Ice nail
BEARING ON STUD SURFACE
SOIL HEARING CAPACITY IN FIELD. 3-l0d common nails(3"x 0.148'�;oron site side of each rafter a ( STRAPPING 0 CAT"EDRAL SHEATHING TO BE
II. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND 6 Raheraroof truss to plate 4lod box(3"x 0.12R'�;a OPPO A9 PER RESIDENTIAL GODS OF NEW YORK STATE BEG, ti30t.7) �:. •
4-3"x 0.131"nails truss' 1 NAILED TO TOP PLATE
UNDER BATHTUBS. RAFTER TO RIDGE
12. SIMPSON "STRONG-TIE" CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL 4-16d0/,"x0.135");a
LOAD CARRYING CONDITIONS. 3-l0d common(3"x0.148'9;or Toe nail STRUCTURAL MEMBERS ALLOWABLE DEFLECTION SCALES
13. ALL FRAMING LUMBER TO BE DOUG-FIR #2 FB - 1150 PSI, E-IAM. PSI 4-10dbox(3"x0.128");a 2"al'-Oar
14. ALL HEADERS # GIRDERS TO BE DOUG-FIR #2 FB - 125E PSI, E-1.7M. PSI Roof rafters to ridge,valley a hip rafters or roof rafter 4.3"x 0.131"nails
IS. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE ACQ PRESSURE 7 to minimum2"ridge beam 346d box 3'/="x0.135");or RAFTERS HAVING SLOPES GREATER T44AN
TREATED LUMBER. 2-16dcommrm(3'/="x0.162);a WI
TH ITH NO FINISHED CEILING ATTACHED L✓160
16. ALL EXTERIOR DECK FRAMING 5HALL BE ACQ TREATED LUMBER. 3-l0dbox(3"x0.128");or End nail TO RAFTERS Z
17. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF 3-21"x0.131"nails " MIN, E
ICE SHIELD
PLANS, WITH ONE BUILDING PERMIT. THE ARCHITECT SHALL NOT BE Wall INTERIOR WALLS AND PARTITIONS H/180 ROOF
�
RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT U51NG THESE PLANS. 16d common W/2"x0.162) 24"o.c.face nail FLOORS AND PLASTERED CEILINGS L/960
18. PREFABRICATED FIREPLACES AND FLUES SHALL HE U".L. 127 APPROVED. g Stud to stud(not at braced wall panels) IOd box(3"x0.128"),or
Iq. ALL HEADERS NOT NOTED ARE TO BE (2) - 2 X 12*. 3"x0.131"nails 16"o.c.facenail ALL OTHER STRUCTURAL MEMBERS L✓240 S-2
3" OR 18GA. CROSS BRIDGING, NOT TO
EXCEED 8'-0. O.C. 16dbox(3'/2"x0,135"):a EXTERIOR WALLS WITH PLASTER OR STUCCO INSTALL HOEDOWNS P ALL
20.BRIDGING TO BE EITHER OF SOLID, 1" X 3
21. PROVIDE DAMPRDOFING AT ALL EXTERIOR FOUNDATION WALLS. 9 Stud to stud and abutting studs at intersecting wall corners YxO.131"nails 12"o.c.farenail FINISH H/36o OPENINGS OVER 6'-Oar OR i
(at braced wall panels) WITHIN 27" OF CORNERS
22.ALL FLITCH PLATES, L.V.L.15 AND GIRDERS ARE TO BEAR ON SOLID WOOD 16d common(3'/2"x 0.162") 16"o.c.face nail EXTERIOR WALLS-WIND LOADSIA WITH BETWEEN I5T AND 2ND FLOOR
POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS. 16d common(3'/="x0.1621 16"o.c.each edge face nail BRITTLE FINISHES L/240
23.ALL JOISTS AND RAFTERS ARE TO BE .BRIDGED 0 8'-0" O.G. 10 Built-up header(2"tot"headerw•ith%"spacer)
24.INTERIOR BEARING WALLS ARE TO BE BLOCKED fly' 4'--0" O.G. 16dboz (112-xO.113" 12"o.c.eachedgefacenail
25.STEEL ASTM A-36 PAINTED, BOLTS AS NOTED (A307), WELD5-E7OXX, 5-8dcommon"x0.113");or EXTERIOR WALLS-WIND L.OADSIA WITH tJ120
REINFORCEMENT ASTM GR. 60, ll Cominoansheadertostud 48dcommon(2'!r"x0.131");or Tcentil FLEXIt9LE RINISSHESS
26.RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR 4iOdbox{3"xo.128)
16dcomnon(3'/t"x0.162") 16"o.c.facenail NOTE" L-:SPAN LENGTH, H-SPAN HEIGHT. Z
ADMINISTRATION OF THIS PROJECT.
12 Top plate to top plate IOd box(3"xO.128L BE PERMIT'S TED TO BE TAKEN Asa 0.7 TIMES
NO SUBSTITUTIONS: x Oj �
3" O.131"nails 12"o.c.facenail THE COMPONENT AND CLADDING LOAD FOR THE PURPOSE OF THE
DET1aRMING DEFLECTION LIMITS HEREIN.
ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE 8-16dcommcm(3'/="x0.162"); Face a - STRAPPING INSTALL IY40W 20 GAUGE INSTALL SIMPSON HDU2
INDICATED 15 "SIMPSON STRONG-TIE" NO :SUBSTITUTIONS ARE APPROVED OR 12-16d box 01,"x0.135")ra (minimim2A"ll on hsplicee of engthea MINIMUM ROOF LIVE LOADS �
13 Doublet tares lice (minimum24"L�tpsplicelengtheach GALVINIZED f 16" O.G. W/3-8d HOEDOWNS lW CORNERS 4
AUTHORIZED DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO THE OTHER OPP P 12-10d box Wx 0.1281;or sideofendjoint) IN NAILS tip EACH END (TYPICAL 0 BETWEEN FLOORS
COMPONENTS OF THE STRUCTURE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL 12-3"x0.131"nails POUNDS-FORGE PER SQUARE FOOT OF HORIZONTAL PROJECTION) HEA ER A5 OTED ALL HEADERS IN EXTERIOR WALLS)
RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER /
INSTALL to"W 20 GAUGE
CONTRACTOR ASSUMING RESPONSIBILITY FOR THE DE51GN AND PERFORMANCE OF ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER' SPACING AND LOCATION _
TRIBUTARY LOADED GALVINIZED STRAPPING f 16" O.G.
THE ENTIRE SYSTEM. 16dcommon(3'/="x0.I62') 16"o.c.face nail AREA IN SQUARE LOADED
FEET W/3-Sd NAILS V EA. END MIN. 12"
Bottom plate to joist,rim joist,band joist a JACK STUDS BEARING ON STUD SURFACE
14 16d box(31="x 0.135");a FOR ANY STRUCTURAL
ENERGY NOTES: blocking(oat at braced wall panels) 12"o.c.farce nail ROOF SLOPE
3"x 0.131"nails MEMBER
I, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF 316dbox(3'/="x0.13S"):or 3each16"o.c.fncenait KING STUDS
THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE LATEST EDITION AT 15 Bottom plate wallpnel) joists 2-16d common(3'/"x0.162");or 2 each 16"o.c.face nail RISE 4 INCHES PER FOOT 1"9 TO LESS
blocking(at braced wall panel) = ( ) 45 �• 2ND FLOOR
THE TIME OF PERMIT APPROVAL. 4-3^x0.131"nails 4eachlb"o.c.face nail ) O Z
2. EXTERIOR DOORS AND DOORS TO GARAGE U - .B2 MAX. THAN 12 INCHES PER FOOT (lit
3. WINDOWS AND ALL GLASS U - .32 MAX. 4-Sd 'box-(/"x0.113'";a
4. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION 3-16dbox(3i12"x0.135");a WINDOW L DOOR AS NOTED.
AIR. 150-200 G.F.M. FLUE TO HAVE TIGHT SEATED DAMPER-MAX. AIR LEAKAGE 4-10dboxtx ir0.228");o1");o Toenail - E
4lodbox{3"x0.i28");or NOTES ALL WINDOW AND DOOR
20 G.F.M.. 4-3nxO.131"nails MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS GLASS E COMPLY WITH R.G. of
16 Top a bottom plate to stud
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, N.Y.S. SEC RR308 FOR SAFETY i
DESIGN AND TYPE OF MECHANICAL SYSTEM WHICH WILL BE USED IN SUFFICIENT 3-16d box(3'/2"x0.135");or (IN POUNDS PER SQUARE FOOT) GLAZING WHERE APPLICABLE
DETAIL A5 15 REQUIRED BY THE BUILDING DEPARTMENT. 2-16dbox0"irOmmon '128");oo.62'�;a End nail
ro. ALL THERMOSTATS SHALL BE ADJUSTABLE 45-75 DEG. F. FOR COMBINATION 3-IOdbox(3" ails ");or
HEATING AND COOLING THERMOSTATS THE RANGE SHALL BE 45-85 DEG. F. 3-3"x0.131"nails
7. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE 3-l0d box 0"x0.128");or USE LIVE LOAD
A MINIMUM COMBUSTION EFFICIENCY OF 75% AND SHALL HAVE STANDBY LOSSES 17 Top plates,laps at corners and intersections 2-16dcommon(31/2"x0.162"):a Face nail STRAPPING INSTALL IYa"W 20 GAUGE INSTALL SIMPSON HDU2
LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. 3-Yx0.131"nails GALVINIZED 0 16" O.C. W/3-8d HOEDOWNS 0 CORNERS
B. INSULATE ALL PIPES AND DUCTS AS PER CODE. 3-8d box(2'12"xO.113'3;a EXTERIOR BALCONIES 60 OF FOUNDATION EXTERIOR WALL SHEATHING
9. WATER SERVICE TEMPERATURE CONTROLS SHALL HE SET AT 140 DEG. F MAX. 2-8dcommon(2'/"x0.131");a NAILS A EACH END (TYPICAL Qg
10. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT 18 1'bracetaeachstudandplate 2-lodbox(3"x0.I28");or Face nail DECKS 40 ALL HEADERS IN EXTERIOR WALLS)
HOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. 0 60 P.S.I. PRESSURE. 2 staples I%' ATTICS WITHOUT STORAGE 10
11. HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH TABLE 4-6 3-8d box(2'/2"x0.113");or INSTALL HOLDOWNS 0 ALL
OF THE ENERGY CODE: MIN. EER (EFFICIENCY) SHALL BE AS SPECIFIED IN xm 2-8dcomn (2'/"x0.131");a ATTICS WITH STORAGE 20 IY
19 1"x6"sheathing to each bearing = Face nail OPENINGS OVER 6'-Oar OR O Z INSTALL 4'W 20 GAUGE
TABLES 4-8, 4-q, AND 4-10 OF THE ENERGY CODE. 2-10d box(3"xO.128');or n OF CORNERS ! GALVINIZED STRAPPING * 160 O.C.
12. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES 2 staples.l"crown,16ga.,l'/4'long ROOMS OTHER THAN SLEEPING ROOMS 40 WITHIN 27 �, W/3-8d NAILS 0 EA. END MIN. 12"
TABULATED IN TABLE 5-i OF THE ENERGY CODE. 3-8d box(2i/="x0.113'7or SLEEPING ROOMS 30 BEARING ON STUD SURFACE 4
1�3. ALL MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A 3-8dcommcm(2'/="x0.131J;or MIN. 6" BEARIING ON BOX BEAM
VAPOR HARRIER LOCATED ON THE WINTER WARM 51DE OF INSULATION. 3-10d box(3"x0.128');or STAIRS 40
14. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR 3 staples,l"erown,16ga.,N."long INSTALL "SIMPSON STRONG-TIE" _
CONTINUITY OF INSULATION AT PLATE !LINES, BAND JOISTS AND CORNERS. 20 i"x8"and wider sheathing to each bearing Wider than I"x8" Face nail GUARD RAILS/ HANDRAILS 200 DSP TIES 32" O.G. W/ 10- lOd ° e `9 E INSTALL "SIMPSON STRONG-TIE"
4-8d box(2'/2"x0.113");a NAILS PRIOR TO SHEATHING _-__ DSP TIES 4P 332" O.G. W/ 10- 10d
ARCHITECTS STATEMENT: 3Rdcnmmo„(2v2"xo.131):a WEIGHTS OF MATERIALS CDEAD LOADS a NAILS PRIOR TO SHEATHING
1 NICHOLAS A. VERO ARCHITECT STATE THAT TO THE BEST OF MY 3-iOd box(Yx0.t28');a • : y ' "•
KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THAT THE PLANS AND 4staples,l^crown,16 ga.,0/4 long (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. RSOI.2.2.2.1) • •' • d • d
SPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH THE N.Y.S. ENERGY Floor d •. .. T.' _-- - ----'-
CONSERVATION CONSTRUCTION CODE. REFER TO RESCI-IECK COMPLIANCE REPORT 48dbox(2i/="x0.113'3;a 4 d•'•'; 4 '• a a TERMITE SHIELD OVER SILL SEALER
FILED AS PART OF THE BUILDING PERMIT APPLICATION ATTACHED TO THESE 3-8dcommon(2'/t"x0,131");or AVERAGE DEAD LOADS E44AL-L NOT EXCEED 16 PSF (0.72kN/m ) FOR A. a.. • Z UNDER TREATED SILL PLATE AS PER
21 Joist to sill,top plate or girder Toenail ROOFS/CEILING ASSEMBLIES OR 10 PSF (0.48 kN/m-) FOR FLOOR !. . SECTION R318 OF THE 2015 IRC
CONSTRUCTION DOCUMENTS. 3-LOd box(3"x oa28");or a °, a ° e a
33'x0.131"nails ASSEMBLIES, EXCEPT AS FURTHER LIMITED MY SECTION R301.2.2. DEAD �' :' d t.
8d box(2'/,"x 0.113') 4"o.c.toenail LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED THE FOLLOWING" '`' °
22 Rim joist,band joist a blocking to sill a top 8d common(2'/2'x 0.131"1;a ^ a' d (7" EMBEDMENT W/ 3" x Be i0 0
•a a n ° d s/par DIA. ANCHOR BOLTS 32" O.C.
plate(roof applications also) 10d box(3"x 0.128 9t a 6 o.c.toe nail POUNDS PER a A. I- " ) B 0
THIS PROJECT COMPLIES WITH THE Yx0.131"nails WALL TYPES SQUARE FOOT HOLDOWN CONNECTIONS CP OPENINGS WASHER (1 O FROM CORNERS)
MECHANICAL CODE OF NY STATE, 3-8dboz(2'/2"x0.113'�;Or (PSF)
CHAPTERS 12 THROUGH 2.4, THE 2.8d common(2'/="x 0.131');or Face nail OYER 6'-Oar OR W i T�-I I N 27" OF CORNERS
SCAL> �-IOLDOWN CONNEGTION i s't FLOUR SILL �
PLUMBING CODE OF NY STATE 23 1"xb"subfloaorlesstoeachjoist 3_todhoz(3"xO.12R'7;or 15 PSF U
r - EXTERIOR LIGHT-FRAME WOOD WALLS ` u� t_ u
CHAPTERS 25 THROUGH 32, THE 2staples,l"crown,l6ga_11/4"tong Co.72 kN/m ) y2 1 O a N
ELECTRICAL CODE OF NY STATE, k EXTERIOR LIGHT-FRAME COLD-FORMED 14 PSF @ CORNERS Q
CHAPTERS 83 THROUGH 42. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"'. SPACING AND LOCATION STEEL WALLS (OA7 kN/rns.)
Floor
24 2"subfloorto'oistor girder 3-16dc box
mmon"311,"x ,162 Blind and face nail INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF - SCALES
J g 2-16d common(3'/="x 0.162") (0.48 kN/m )
3-16d box Oil,"x 0.135');or
25 2"planks(plank&beam-floor&roof) 2-16d commo (3'/2"x 0.162") At each bearing,face nail INTERIOR LIGHT-FRAME COLD-FORMED 5 PSF , TYPICAL W I N UPLIFT.,
STEEL WALLS (0.24 k05F LATERAL SH EAR CON i ll ECT I ON S
3-16d common(3'/="x 0.162")
26 Band a rim joist to joist 4-3"box(31 x ails Ro),or god nail ag" THICK MASONRY WALLS 80 PSF -
4-3"x 0.131"nails:a (9.99 kN/m )
4-3"x14ga.staples,'/1,"cmwn SCALES 85 PSF
20d common(4"x0.192");or Nail each layer as follows:32"o.c. roar THICK MASONRY WALLS (4.07 kN/m°)
at top and bottom and staggered.
SIMPLIFIED WALL SHEATHING lOdbox(3"x0.128'�;a 2aggerfacenailattopandix>ttom
2 Built-up girders and teams,2-inch lumber 3"x 0.131"nails staggered on opposite sides
PRESSURE t NAILING ZONES 7 layers And: GLAZING PROTECTION FROM WIND-BORNE DEBRIS RESIDENTIAL STRUCTURES WITH TRUSS ,
2--20d common W x 0.192'):a Face nail at ends and at each splice
3-l0dboxWx0.128'3;or TYPE CONSTRUCTION, PRE-ENGINEERED C
3-3"x0.13f"nails NOTE" PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF FASTENERS AS NOTED WOOD CONSTRUCTION AND/OR TIMBER Q
4-16d box(3i/2"x0.135");or " AND A MAXIMUM SPAN OF 8'-0" FOR EVERY WINDOW. PANELS IN SCHEDULE ASOVE CONSTRUCTION FOR NEW DWELLING AND/OR
3-16dcom ion(3'/"x0.161");o ANY ADDITION ALTERATION A SIGN OR O
28 L,edgerstrip supporting joistgarafters = At each joist a rafter.face nail SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS LABELED WITH
4-3' box(3"x 0.12R);a SYMBOL DESIGNED I N ACCORDANCE WITH l-�
d-3"xo.i3l"Waits APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE WINDOW PLYWOOD AS NOTED Z Z
2-1Od box(3"x0.12s'),or2-8dcommon SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. GLASS TITLE lq NYCRR PART 1265 SHALL BE
29 Bridging or blacking to joist 2i Each end,toe nail
(_/= x0.131^:a2-3"x0.131"mails
SPACING OF FASTENERS AFFIXEDO ANY ELECTRIC BOX ATTACHED
TO THE EXTERIOR OF THE STRUCTURE FOR Seal Signature
DESCRIPTION NUMBERAND Intermediate FIELD IN5PEGTION. ED
O RS' OF BUILDING ELEMENTS TYPE OF FASTENER'k' �g•"4 supports"
Orictwp FASTENER TYPE FASTENER SPACING t-iTTP://WWW.DOS.NY.GOV/DCEA/NOTICAIJOPT,HTML#7RUSS �(�R
WINDOW VERTICAL t HORIZONTAL \� ANT�tT''�
I Wood structural panels,subfloor,rod and Interiorwall sheathing to framing and particleboard wall sheathing to framing PANEL SPAN PANEL SPAN PANEL SPAN SILL STIFFENER SIMPLIFIED ROOF SHEATHING 6• DIAMETER
[sea Table R602.3(3)for wood structural panel exterforwall sheathing to wall framing] t- " I- n i- i /. \J l"
01/1"
6d common(2"xO.113")61(s"bnaar,wall)' S 4 O 4 6 6 8 PRESSURE NAILING ZONES G 0
x 30 '/"-1/" 8d common(2'/2"x 0.1311 nail(roof),or RSRS- 6 12r
= 01(2'/s"x0.113")nail(ra# 2f2" #6 WD. SCREWS ib" 12" 9" U �
O I • 8d common nail(2'/2"x 0.131");or RSRS-01; I 4 fi REFLECTIVE
"- -
"R I I 31 / 1" (2=/a"x 0.113")nail(rooV 6 12 I I REFLECTWE RED
ha•1 TE
lddcommoi{3 ")defo8n)miaOr -------------
i , 2Y" #8 WD. SCREWS PLYWOOD STORM PANEL -- --- --- ---�--- -� PANTIONE uIIST
O O I 32 1/a"-1/�" 8d(2'/="x0.131")defixmedna! b 12 2 160 16, 120 "SHUTTER" DETAIL I I O\\ O 0 Q-
Other wall sheathing•
/ O 1846�" y0
" 0,"galvanized roofing nail,'1,,"head I I (DI
\---------- �N
4' ,� 33 /2"sstn�$cellulosic fiberboard diameter,or 0,"long 16 gastaple with'/,a"a 3 6 I 1 --- O i
\x� 1"crowm
3a �/3."structural cellulosic 0,"galvanized roofing nail,'/6"head diameter, r O /
fiberboard sheathing al/="long16 ga.staplewlhl/„"al"crown 3 6 4" V.T.R. 4' V.T.R. 1,4 L21) Project No. 2341
1/,"lone;i/4"screws.Type W o S ROOF -I ROOF I VO
WALL SHEATHING NAILING SCHEDULE 35 '/,"gypsum sheathing" 1;/='galvaniazedroofingnvl,staplegalvanized, 7 7
/ BONANNO
s 1=/4'galvanized roofing nail staple galvanized, I 1 1 1 - I
36 !a"gypsum sheathing' Isl"^
long;1%'screws,TypeWorS 7 7 I I / I RESIDENCE
Wood structural panels,combination submoor undarlaymant to framing ( M. BATH
o L-__ _ I ----/----------- ( 1 I 77$Legion Avenue
ZONE 5 ZONE 6 , rod deformed(2"x 0.I-0")nail;or
37 !4"and loss �, 6 12 2w 1
8d common(_/_"x 0.131")nail -- -
38 '/a"-1" Sd common(21/2"x 0.131'3oail:a 1 1 O ( I MattltUCk,NY 119$2
FIELD 8d deformed{2'/2"x 0.120�nail 6 12 I _ I - I I I I I THE CONSTRl1CT1ON TYPE ),T Town of Southold,Suffolk County,NY
1 I , 1 ----- 4 -----
12" O.G. 12 O.C. 1Odcommon(3"x0,148")oai1;or 12" 12 12" I 1
34 1/•"-1/�' 6 12 1 ( " I I O O I I DESIGNATION SMALL BE 'tar, STROKE
8d deformed(2/="x 0.120')nail 2 I 1 1 I I aril', Tilt•, 'IV'OR N" TO
W.G. 12a 1 I O2 ► I tNDIC AS I THE FICATIOISOF t'HE1ON S.C.T.M#:
EDGE 1 I 1 / I I I I I STRUCTURE UNDER SECTION DESFGNATION FOR STRUCTURAL
roar O.G. roar O.<-". S►SIR. t 11��" L____ __ I W2 OF WE BCW5 COi'1PONENTS TWAT ARE OF TRUSS I 000-142.00-02.00-004.00E
2ND. FL. 2ND. FL. I--- -I--I TTPE CaaTRUCTioll
''`• ''�• 2" 1 3 I I Architect of Record
- - -�--
ALL Ya' EXT. PLYWOOD WALL SHEATHING TO BE SECURED I L--1-- 4 4 „ „ FLOOR FRAMING,INCLUDING
WITH rod COMMON NAILS- 2" X 11 GAUGE - PATTERN AS 50 1 F GIRDERSANDBEAMS
INDICATED ABOVE. WETBAR "R" ROOF FRAMING Nicholas A. Vero,
ROOF SHEATHING NAILING SCHEDULE "FR" FLOOR AND ROOF FRAMING Architect, PC
12„ 120 I a 12a 120 Mill Road
1 a K,5. Westhampton Beach,NY 11978
12 DW ZONE I ZONE 2 ZONE 3 ZONE 4 T:631-288-1404
TABLE: R301.20) AREA CALCULATIONS
CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA iS7. FL. s�iR IST. FL. F:631-288-OS49 E:nveroarchaaol.com
FIELD FIRST FLOOR (EXIST-G.) . till 00. FT.
WIND �" Ida 2" ��" 2" 8" O.G. I2" O.G. 3" O.G. 4" O.G. Date Scale
GROUND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD AIR SECOND FLOOR (EXISTING) . 632 50. FT.
SNOW SPEED DESIGN DESIGN UNDER-LAYMENT FLOOD WIND FREEZING a 3" SECOND FLOOR (ADDITION) AS NOTED
LOAD MPH CATEGORY FRosTLiNE TEMP REQUIRED HAZARD EXPOSURE INDEX 3 EDGE 0 279 60_ FT. 11-2-23
(MPH) WEATHERING DEPTH TERMITES DECAY '" 3" 4" O.C. roar O.C. 3" O.G. 4" O.G. TOTAL r 2022 SCJ, FT.
20 PSF ISO MPH _ ca. F.A.I.
3 SEC. sUFFOLK SEVERE 3'-Oar MODERATE SLIGHT TO sUFFOLK YES AS PER B 5q9 c.o. r -� �" c.o, r--� 1 20 sQ FT. Drawing Title
COVERED PORCH (EXIST'G)
GUST 8 TO HEAVY MODERATE I1 FEMA ALL S21" EXT. PLYWOOD WALL SHEATHING TO BE SECURED GARAGE: (EXISTING) , 320 SO. FT. NOTES
TO AN APPROVED .4" X.t t.G.l. TO AN APPROVED WITH 8d COMMON NAILS- 2t'2" X 10 GAUGE - PATTERN AS CASANA (ADDITION) . 2q3 SO. FT.
NOTEt THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING SANITARY SYSTEM SANITARY SYSTEM INDICATED ABOVE. ROOF DECK (ADDITION) r 50 SQ. FT.
CODE AND THE 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE
STATE ENERGY CONSERVATION CONSTRUCTION CODE H O U S E GARAGE/CABANA
Drawing No.:
FLU 1"iB I NG RISER D I AGRA1"°i
w
N.T.S.
I
A TYPICAL ROOF CONSTRUCTION
A101
30 YEAR ARCHITECTURAL GRADE ASPHALT
EXISTING ROOF SHINGLES (MATCH EXISTING)
GRAWLSPACE 15# BUILDING FELT
V EXTERIOR PLYWOOD SHEATHING
2"x10" R.R. 0 16" O.G.
GeV F15ERGLA55 INSULATION W/ V.H. (R-30C)
4" DRAIN TO ATTIC
DRYWELL
R-30C
3' WIDE
GRAWLSPACE
REPLACE EXISTIN ACCESS
DOOR WITH NEW
30" DOOR
m I I I EXTERIOR WALL CONSTRUCTION
EXIST'G. 18' LONG RED CEDAR PERFECTION SHINGLE
SIDING- 5yZ EXPOSURE (MATCH EXISTING)
ROCM MEGH. / MASTER MASTER 15# SATURATED BUILDING FELT
N �ASC` sD STORAGE COX R_iq BEDROOM BATH 2"xV STUDS ® 10 O.C.
0 51'2' FIBERGLASS INSULATION W/ V.B. (R-iq)
PLYWOOD SUBFLOOR
4" 14' 4" (GLUED t SCREWED)
2'x10" FLR. JSTS.
16" O.C.
26 PKT. 26 KT. _—__ O
;p U
w i --- rn
EXISTING
mQ
CRAWLSPACE
21'-2' 4" 9'4' PLYWOOD SUBFL.00R
5-4 (GLUED d SCREWED) 5-4
FINISHED I1 EXIST'G. FLR. JSTS. 1
16 O.C.
BASEMENT
u> N 6 (T-O" GLG)
-NW U INSTALL %" FIRE RATED G.W.S. CO
q� ON WALLS 4 CLG. BETWEEN EXIST'G
GARAGE 4 DWELLING AS PER UP
V CRAWLSPACE
SECTION R302.6 OF THE 2021 IRC C;
5D (2" P.C. SLAB)
Q
8" THK. POURED CONC. FOUNDATION
WALL ON 8" x 16" WIDE POURED O O
CONC. FOOTING MIN. 3'-0' BELOW Z
GRADE
Seal / Signature
ED r cRti%
SCALE: %4 ==1'- O �
L O-A
* I O
01846A- %
01p N
Project No. 2341
SOU N DST I ON }�L.,d.l�l BONANNO
SCALE: 114"=1'-O" RESIDENCE
775 Legion Avenue
Mattituck,NY 11952
Town of Southold,Suffolk County,NY
S.C.T.M#:
1000-142.00-02.00-004.000
Architect of Record
Nicholas A. Vero,
Architect, PC
120 Mill Road
Westhampton Beach,NY 11978
T:631-288-1404
F:631-288-0549 E:nveroarchnaol.com
Date Scale
11-2-23 %411=11_011
Drawing Title
FOUNDATION
PLAN & DETAILS
Drawing No.:
O
i
20-0"
V-4" 7'-4" 8'-4" 3'-08
-------------------�
EXI5T'G R.R. I
I ,
I ' I
_ I
WI EXI5T'G R.R. 210 0-3 I ,
(3)3.4"xli�ib" LVL HDR. 20310-2
_
(3)1%"x0P4" LVL FLUSH HDR. " I o
31
N
I SHWR �J
A101
^A
0 B DROOM
I MASTER
2"xl0" R. G.J.
x _ 0 - _
� � o I N @ 161 O.G. I
b" T-b"`ao 4 3'-0" p n
( � I
J MASTER m
2"xi " R.R.#G.J. w BATH
pj I 161, O.G.
O Q •� I A i 0
a d V n ® -
o� I
as C We
—_—_—_--_—--- _—_—_ —— — — I
tu
> VFLUSH MDR.
WG
(
I I j EXIST'G / o
I 4 31-4 I BATN� c, tn
GL. d I GL. I
r d
o
Lo
� • I a
L------ -- --� i- 'C
- - - - - - LIN. s►+wR I
En
————— — ———————
I I Q
I Z x o
I / Q n N 1
' 1DI _
I i I I
EX I
i
' EXIST'G I CL.
I I BEDROOM
/ I EXIST'G Q
I I I BEDROOM I
I N ( z
I I I I Seal / Signature
I I
ED A
N GL.
EXIST'G. I I EXIST'G.
L - - - - - - - - I- - - -I - - - - - - - - � Qk
01846A-1 y0
I I I I
4F N�
L——— ———J Project No. 2341
BONANNO
RESIDENCE
775 Legion Avenue
Mattituck,NY 11952
Town of Southold,Suffolk County,NY
F i R57 FLOOR PLAN SECOND FLOOD? PLAN S.C.T.M#:
SCALE: 1/4"=1'—O" SCALE- 1/4"—1'—0" 1000-142.00-02.00-004.000
Architect of Record
Nicholas A. Vero,
Architect, PC
120 Mill Road
Westhampton Beach,NY 11978
T:631-288-1404
F:631-288-0549 E:nveroarchnaol.com
Date Scale
11-2-23 %41t=11-011
Drawing Title
FIRST & SECOND
FLOOR PLAN
Drawing No.:
0 O
ri
TYPICAL ROOF CONSTRUCTION
30 YEAR ARCHITECTURAL GRADE ASPHALT
ROOF SHINGLES (MATCH EXISTING)
15# BUILDING FELT
ki' EXTERIOR PLYWOOD SHEATHING
2'x10' R.R. @ 16" O.G.
SY FIBERGLASS INSULATION W/ V.B. (R-30C)
moor T-1
T.O. PLT. T.O.-PLT_--
AA-
11 IL
IT
i ;D
to
1J Ll NEI
FfN. SL15 FLR. FIN. SUS FLR_
T.O.-PLT_-- T.O.-PLT_
-IFF Full
.' G . 5 -0
�o
IN. SUS FLR. N. SUB FLR_
FRONT ELEVATION LEFT ELEVATION
SCALE: 114"=1 —O" SCALE: 114"=1'—O"
s~
0
ton
ri
a�
Q
EXTERIOR WALL CONSTRUCTION Q
18" LONG RED CEDAR PERFECTION SHINGLE TYPICAL ROOF CONSTRUCTION
SIDING- %' EXPOSURE (MATCH EXISTING) 30 YEAR ARCHITECTURAL GRADE ASPHALT O Z
15# SATURATED BUILDING FELT ROOF SHINGLES (MATCH EXISTING)
' CDX PLYWOOD SHEATHING 15# BUILDING FELT �+
2'xb" STUDS @ 16' O.G.
51�" FIBERGLASS INSULATION W/ V.B. (R-19) ' EXTERIOR PLYWOOD SHEATHING
Seal/ Signature
FIBERGLASS INSULATION W/ V.B. (R-30G) ED AIR
EJ
LIll 1111111 11111H 11 M RIIIII 1111111 11
O�►
* O
-1000
T.O. PLT. T.O. PLT.
OF N
-IFIF ® Project No. 2341
BONANNO
El
RESIDENCE
775 Legion Avenue
Mattituck,NY 11952
Town of Southold,Suffolk County,NY
FIN_SUS FLR.Yr FIN_SU8 _FLR. S,C.T.M :
T.O. PLT.
-------- -------- 1000-142.00-02.00-004.000
JUL Architect of Record
Nicholas A. Vero,
Architect, PC
120 Mill Road
Westhampton Beach,NY 11978
T:631-288-1404
F:631-288-0549 E:nveroarch c aol.com
FIN_SUB FLR. FIN. SUB-FLR. Date Scale
11-2-23 j411=11-0►1
Drawing Title
ELEVATIONS
REAR ELEVATION RIGHT ELEVATION
SCALE: 1/4"=1'—O" SCALE: 1/4"=1'—O" Drawing No.:
- o 0
I
1--------- ---------As�
I I
------------
I I
I i
I I
i
I / \
l
i I I
——————————— — I
---
db
F1
J �
--- ---
0
I 1 TBSWEIT i
i
I ( i a'D I i I
----
•--------•-� , I Q
I
I
I
I L--- ---J
FIRST FLOOR ELECTR. I CAL FIRST FLOUR. ELECTR I CAL
SCALE: 1/4"=I'—O" SCALE: 1/4"—1'—O"
Q
z z
Seal / Signature
RED AC,Qy
ANT/���'jF
6o G n;.A
* I O
018461-1
OF N
KEY TO ELECTRICAL SYI" B0LS
Project No. 2341
��
- - RECESSED LED LIGHT FIXTURE -�q�- CEILING FAN EXTERIOR FLOODLIGHTS � DUPLEX OUTLET PH TELEPHONE JACK BONANNO
�� RESIDENCE
- - RECESSED LOW VOLTAGE LIGHT FIXTURE Io RECESSED LED FIXTURE - EXTERIOR 2' x4' FLUORESCENT LIGHT FIXTURE DUPLEX OUTLET - DEDICATED CIRCUIT 0 DOORBELL 775 Legion Avenue
Mattituck,NY 11952
3
RECESSED LED 'EYEBALL' LIGHT FIXTURE I SURFACE MOUNTED INCANDESCENT - EXTERIOR o UNDIERGABINET FLUORESCENT STRIP LIGHT DUPLEX OUTLET - ABOVE COUNTER HEIG14T HOSE BIE Town of Southold,Suffolk County,NY
-0- WALL SCONCE 4-
2 SPEAKERS $ SWITCH DUPLEX OUTLET - GROUND FAULT INTERRUPT ® EXHAUSTFAN S.C.T.M#:
� G 1000-142.00-02.00-004.000
-r;5}- WALL MOUNTED INCANDESCENT LIGHT FIXTURE I3 JUNCTION BOX - GARAGE DOOR OPENER p SPEED SWITCH DUPLEX OUTLET - WEATHER PROOF EXTERIOR �5D SMOKE DETECTOR
4,�T� "� Architect of Record
- RECESSED LED - COMPLETELY ENCLOSED is JUNCTION BOX - HANGING FIXTURE SELECTED BY OWNER $D DIMMER SWITCH DUPLEX OUTLET - CEILING MOUNTED �.o. CARBON MONOXIDE DETECTOR
�" C� Nicholas A. Vero,
- - SURFACE MOUNTED UTILITY FIXTURE 4-
5 JUNCTION BOX - SURFACE MOUNTED SELECTED BY OWNER $3 THRIEE-WAY SWITCH DUPLEX OUTLET - FLOOR MOUNTED NOTE, ALL SMOKE
FOR DETECTORS TO BE Architect, PC
� HARD WIRED 120 Mill Road
s FAN LIGHT -{J}- JUNCTION BOX IN CEILING FOR FUTURE USE �1 FOU�2-WAY SWITCH
��"" COAXIAL T.V. CABLE JACK Westhampton Beach,NY 11978
�J DOOR JAMB SWITCH l'
T:631-288-1404
F:631-288-0549 E:nveroarchrq_�aol.wm
Date Scale
8-16-24 %"=1'-0"
Drawing Title
FIRST & SECOND
FLOOR ELECTRICAL
Drawing No.:
O