HomeMy WebLinkAbout46051-Z F l'f % Town of Southold 10/23/2021
P.O.Box 1179
o _ 53095 Main Rd
4, o Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42462 Date: 10/23/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 675 Westview Dr.,Mattituck
SCTM#: 473889 Sec/Block/Lot: 139.-1-20.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/29/2021 pursuant to which Building Permit No. 46051 dated 4/8/2021
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 screened porch and carport,to existing single-family dwelling as applied for.
The certificate is issued to Herman,Larry
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46051 10/4/2021
PLUMBERS CERTIFICATION DATED 10/13/2021 )Tth
Piecuc
d ignature
TOWN OF SOUTHOLD
�o�gOfFQI�cO
ay BUILDING DEPARTMENT
C, z 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#: 46051 Date: 4/8/2021
Permission is hereby granted to:
Herman, Larry
5810 Riverfront Dr
Palmyra, NJ 08065
To: construct additions and alterations to existing single-family dwelling as applied for per
Trustees Non-Jurisdiction letter.
At premises located at:
675 Westview Dr., Mattituck
SCTM # 473889
Sec/Block/Lot# 139.-1-20.2
Pursuant to application dated 1/29/2021 and approved by the Building Inspector.
To expire on 10/8/2022.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,192.00
CO-ADDITION TO DWELLING $50.00
Total: $1,242.00
Buildiv Inspector
t®f so
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 sean.devlin(aD_town.southold.ny.us
Southold,NY 11971-0959RR�p
C®U1111 tl�p tl 5
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To, Larry Herman
Address: 675 Westview Dr city.Mattituck st: NY zip. 11952
Building Permit# 46051 section: 139 Block. 1 Lot 20.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Creative Touch Electrical License No: 38781 ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 63 Ceding Fixtures 11 Bath Exhaust Fan 4
Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 13 Smoke Detectors 4
Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 48 CO2 Detectors
Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 3
Transformer UC Lights Q' Dryer Recpt Gas Emergency Fixtures Time Clocks
Disconnect 2 Switches 55 2'LED 2 Exit Fixtures Pump
Other Equipment: Hood, Gas Cooktop, Gas Oven, Fridge, DW, Micro, W/D, Towel Warmer
Notes Whole House Renovation
Inspector Signature: Date: October 4, 2021
S.Devlin-Cert Electrical Compliance Form
OF SoUTyolo
Town Hall Annex 4 Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
� I
Date: 3 f
Building Permit No.
Owner: XrnO4
(Please print)
Plumber:SMII�,�` i
(Please print)
i
I certify that the solder used in the water supply system contains less than 2/10 of I%
i
lead. ,
tj
(P bens Signature) I
Sworn to before me this �3
day of 20L.2L
SUSAN A.RIZZO
Notary Public,State of New York
No.01 RI6183459
Notary Public, County Qualified in Suffolk County
Commission Expires March 17,20,W
R ,/
0ES0GTyO� �(O®S1 & 75-5- W gF-g-r-V ro-'" V r`
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY--- [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE 0 ZI INSPECTOR
# TOWN OF SOUTHOLD-BUILDING DEPT.
`ccourm,� 765-1802
- 1 NSPEC ION ,
[/FOUNDATION 1ST [ ] OUGH PLBG.
[ OUNDATION 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
K o ��
REMARKS: ,.,
6VOLlk4
Aw�( ' k
1�m7k le
�JUOL) V i� b
DATE INSPECTOR
OF 50UT
# # TOWN OF SOUTHOLD BUILDING DEPT.
co 765-1802
INSPECTION
[ ]. FOUNDATION 1ST [ ] ROUGH PLBG.-
[ ] FOUNDATION 2ND [ ] INSUL-ATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY ' [ .- ] FIRE SAFETY INSPECTION'
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
apt
l
DATE INSPECTOR �� p
�o�aOF SO(/Tyo�
# -TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
. . -INSPECTION
[ ] FOUNDATION 1ST- [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [_ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING IL/FINAL -/W*Ts
[ ] FIREPLACE & CHIMNEY ' [= ] FIRE-SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE to $ ZO2 INSPECTOR
Jason M. Ormond, Architect
12o Mill Road,Westhampton Beach,NY 11978 phone(631)897-3775 fax(631)288-0549
April 28, 2021
Town of Southold
Building Department
Reference: Herman Residence
675 Westview Drive
Mattituck, NY.
To whom it may concern,
In regards to the Herman residence at 675 Westview Drive, the insulation has been installed
as per plans and NYS code requirements.
Please feel free to contact me if you have any questions.
QF-®A�C
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FIELD'INSPECTION REPORT 'DATE COMMENTS
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- 1 O
FOUNDATION(IST) j
-------------- ----------------------
FOUNDATION
------w---`--------FOUNDATION(2ND)
O
two" oe- 2
e
ROUGH FRAMING& S H
PLUMBING
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y
INSULATION PER N.Y.
STATE ENERGY CODE
O
FINAL
ADDMONAL COMMENTS
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�o44�yfF0( ��G� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtowm.gov
Date Received
APPLICATION FOR BUILDING PERMIT51
t
For Office Use Only
PERMIT NO. Building Inspector: JAN 2 9 2021
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Name:Larry and Jane HermanscTM#1000-139-1-20.2
Project Address:675 Westview Drive
Phone#:See below Email:see below
Mailing Address:se_e below
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Name:Steve Caputo._� ....__.,,..-.
Mailing Address:PO Box 1445, Westhampton Beach NY 11978
Phone#:631-260-9924 Email:admin@permitguy--o_rg_"
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Name:Jason Ormond
Mailing Address:120 Mill Road,Westhampton Beach NY 11978
Phone#:631-897-3775 Email psop@jMqarchitect.com
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Name:Custom Island Homes
Mailing Address:50 Main Street,nWestham ton Beach, NY 119768 `
Phone#:631-325-3925 Email:
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❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $652,401.75
Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ❑Yes BNo
1
Existing use of property:single family dwelling Intended use of property:Single family dwelling
Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to
R-40 this property? Dyes RNo IF YES, PROVIDE A COPY.
I -Check',B6k-Aftqr,,Reailng:.--Ae,*h6l�i ,0�00���4'�"qn#ptdr 1psues:a�proviildd-by"
4PUCA110NISHERE AY�MA,
ChpAer,210 40 id". et 1�ii6i 14km P� jiyrsupfit 6',thd 8611ding Zdrii'�'
&'A�Mlln 34
Application Submitted By(pr e Caputo @Authorized Agent 0Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
':�' SS.
COUNTY OF
Steve Caputo being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
A —
(S)he is theAgent
(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
r2- dayof T"L/Ln22:� 20
Notary Public
DENISE HAMILTON
PROPERTY OWNER AUTHORIZATION Notary Public-State of New York
No.01 HA6153762
(Where the applicant is not the owner) Qualified in SUFFOLK COUNTY
My Commission'Exp. 10/16/2022
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
Glenn Goldsmith,President ��®F ®Ujy® Town Hall Annex
= 54375 Route 25
Michael J.Domino �® y "®
John M.Bredeme er III2, P.O.Box 1179
Y �` Southold,New York 11971
A.Nicholas Kru skiry �'
p d® Telephone(631)765-1892
Greg Williams �® �`a Fax(631)765-6641
" Comm ,
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
December 23, 2020
Richard Jensen
Custom Island Homes Inc.
50 Main Street
Westhampton Beach, NY 11978
RE: LARRY HERMAN
675 WESTVIEW DRIVE, MATTITUCK
SCTM#: 1000-139-1-20.2
Dear Mr. Jensen:
The Southold Town Board of Trustees reviewed the survey of Peconic Surveyors, P.C.,
last dated September 29, 2020 and determined that the proposed addition of a carport
in the front, addition of a screened in porch in the rear and the installation of a small
pool on the captioned property is out of the Wetland jurisdiction under Chapter 275 of
the Town Wetland Code and Chapter 111 of the Town Code.
Therefore, in accordance with the current Wetlands Code (Chapter 275) and the
Coastal Erosion Hazard Area (Chapter 111) no permit is required.
Please be advised, however, that no clearing, no removal of vegetation, no cut or
fill of land or removal of sod, no construction, sedimentation, or disturbance of
any kind may take place within 100' landward from the top of the bluff, or seaward
of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the
coastal erosion hazard area as indicated above, without further application to,
and written authorization from, the Southold Town Board of Trustees pursuant to
Chapter 275 and/or Chapter 111 of the Town Code.
It is your responsibility to ensure that all necessary precautions are taken to prevent any
sedimentation or other alteration or disturbance to the ground surface or vegetation
within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result
from your project. Such precautions may include maintaining adequate work area
i
2
between the tidal wetland jurisdictional boundary and the coastal erosion hazard area
and your project or erecting a temporary fence, barrier, or hay bale berm,
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
Sincerely,
n
I�k
Glenn Goldsmith, President
Board of Trustees
GG:dd
Or
BUILDING DEPARTMENT- Electrical Inspector
, dsu kC APR 19 2021 TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
00 r,,-,TT DING Southold, New York 11971-0959
"Telephone (631) 765-1802 - FAX (631) 765-9502
rogerrO-southoldtownnv.00v- sea ndCcD-southoldtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION'
ELECTRICIAN INFORMATION (All Information Required) Date: LZ
Company Name: C'�,- ,,,� ;;o;"'uc,1- Z--2e-c-A—,
Name:
License No.: email:
Address: ,49, o . g lf 3 /v -9?
Phone No.: pro- &yo
JOB SITE INFORMATION (All Information Required)
Name: el 01%A,.�
Address: -:;L-5
Cross Street:
Phone No.:
Bldg.Permit#: y(p p / email:
Tax Map District: 1000 Section: /3$- Block: :5)1 Lot: 2o.
Z
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
f7nii S� / r•i� O .�S� �'���'. ��K.-C'. iv e uJ �CJ r r i✓ O fJ/G�
e
Circle All That Apply:
Is job ready for inspection?:, YES NO Rough In Final
Do you need a Temp Certificate?: YES /(N Issued On
Temp Information: (All information' required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead
# Underground Laterals 1 , 2 H Frame Pole Work-done on Service? , Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection FormAs
.. V) !�
v
PERMIT# ddre
I W- /
�Ir
LA
Switches Jt I , �-
Outlets
a � Q
GFI's �(
Surface
Sconces
H H's
UCLts
Fans 1 Fridge HW
r
Exhaust Oven Dryer
Smokes I DW Service
Carbon Micro Generator
Combo Cooktop Transfer
AC , AH
Special: v '✓ (" `� ( G
1 Va
Comments. 46?Vl V u r� �
g�FPQI.Ir BUILDING DEPARTMENT
moo cO� TOWN OF SOUTHOLD
y x Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959
Telephone (631) 765-1802-FAX (631) 765-9502
Date
SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS
COMMISSIONER
335 YAPHANK AVENUE
YAPHANK, NY 11980
Dear Sir:
In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of 1
Name,&Address of Applicant ZQ kvici , 4e-vlVKOh
has applied to the Town Of Southold for issuance of a permit in reference to property located on the:
NOS' E W side of kXV- -T C.R.
Distance ���!8 N S E(S OP '�3v
Village f Town o1Ck
As shown on the attached survey or site plan (3 copies needed), dated
We shall withhold further action on this application for ten (10) business days for the aforementioned
Section 239f
4 Very Truly Yours,
Building Permits Only Building Inspector
Date:
APPROVED / DISAPPROVED / APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal
Law subject to the stated conditions:
SUFFOLK COUNTY DEPT. OF PUBLIC WORKS
By:
CHIEF ENGINEER
CONSENT TO DgSPlECnON
the undersigned,docs)hereby state:
C�wr�er,(§)Name(s)
That the undersigned(is)(are)the owner(s)of the premises in the Town of
Southold,located at ,
which is shown and designated on the Suffolk County Tax Map as District 1000,
Section /59 ,Block_I Lot -g®. Z
That the undersigned (has)(have)filed,or cause to be filed,an application in the
Southold own Building Inspector's Office for the following:
That the undersigned do(es)hereby give consent to the Building Inspectors of the
Towyn of Southold to enter upon the above described property, in, any and all
buildings located thereon,to conduct such inspections as they may deem necessary with
respect to the aforesaid application,inclu ding inspections to dete i 'me that said premises
comply with all of the laws,ordinances,rales and regulations of the Town of Southold.
The undersigned,in consenting to such inspections,do(es)so-with the knowledge
and understanding that any information obtained in the conduct of such inspections may
be used in subsequent prosecutions for violations of the laws,ordinances,aisles or
regulations of the Town of Southold.
Dated:
gn
Z14ava�I -e)
MAV'/
(1Print Name)
(Si )
(Print Name)
CONSENT TO INSPBCDON
Jovle , 1W%.rAkACn ,the undersigned,do(es)hereby state:
Cwner(�)Wame(s)
That the undersigned(is)(are)the own,er(s)of the premises in the Town of
Southold,located at ,
which is shown and designated on the Suffolk County Tax Map as District 1000,
Section A34 ,Block i Lot -Zo. 2
That the undersigned(has)(have)filed,or cause to be filed,an application in the
Southold Town Building Inspector's Office for the following:
That the undersigned do(es)hereby give consent to the Building Inspectors of the
Town of Southold to enter upon the above described property,including any and all
buildings located thereon,to conduct such inspections as they may deem necessary with
respect to the aforesaid application,including inspections to determine that said premises
comply with all of the laws,ordinances,rules and regulations of the'Town of Southold.
The undersigned,in consenting to such inspections,do(es)so with the knowledge
and understanding that any information obtained in the conduct of such inspections may
be used in subsequent prosecutions for violations of the laws,ordinances,rules or
regulations of the Town of Southold.
Dated: �,3L o oZ 0 C
' (Signature)
(Print Ilam)
(Signature)
i('Prnnt N=C)
i
BuRdIne Department Applieaflon
A TTS ORMATION
(Whm iheApplimt is nDi She mer)
I, e— Q residing at 61 S
(Print pr perty owner's nmme) (Maibng Address)
do hereby 15q-
44)e—, � ca
(Agent)
to apply on my bebl alf to the
Southold Building DeparimcnL
(OW er's Signature) (Dale)
{P int Owner's Name)
AGENT LETTER
i, Larry Herman being duly swom,depose and say that
I am the owner of the premises located at:
675 Westview Dr.
Mattituck , NY
And I am designating: Steve Caputo,
The Permit Guy
to represent and act on my behalf as my agent,and to file the necessary
Documents to obtain a Building Permit and/or Certificate of Occupancy.
La m
Sworn to before me this
Day of 02L&X 12020
Notary Signature&Stamp
BETTY A.RARICK
NOTARY PUBLIC OF NEW JERSEY
MY COMMISSION EXPIRES MAY 20,2023
ID#2213520
Permit Us Inc d/b/a/The Permit Guy•Post Office Box 1445 Westhampton Beach,NY
11978
Phone:631766.4702 • Email:Steveae permitguy org
i
i
atlantic city
electric®
An Exelon Company
' .,:_ a FIND TIPS;AG PROGRAMS THAT HELP
Learn more at atlanticcityeledric.com'/WaysToSave
How to contact us \�
Summary ®f Our charges
E I
Total amount due by May 27,2020
https://voter.svrs.ni.gov/registration-check/results?firstName=Jane&middleinitial=M&lastName=Herman&dob=03%2F1957 10/8/20,9.21 AM
Page 3 of 0
SURVEY OF PROPERTY
N A T MA TTIT UCK
TOWN OF SO UTHOLD
SUFFOLK COUNTY, N. Y.
1000-139-01-20.2
BROWERY ROAD SCALE.' 1'=30
APRIL 28, 2020
JULY 14, 2020 (PROPOSED POOL)
SEPTEMBER 29, 2020 (PROPOSED ADDI T7ON)
FEB. 18, 2021 (F.FLR..ELEVA 77ON)
MARCH 30, 2021 (PAR77AL TOPO& REVISIONS)
VON ,5•�
99-JA
WATER
^�.
V C �_MEfER
N�1• p2�j BB PIP CMF
EBOB
Q > N
PIPE `ELEC. �'� Nei,
METER
Jo� ® WELL �
J
v v m6
'-k 116.
mm m mm �
CURB END
l1.9'E
� n
JDW
m BB CURB GRPV��
EXISTING CURB 2�SEO �,� s�
TO BE REMOVED "-PRpPPpRS CONIC.
Ft FE.END
CP
I. 0.5'W
2
FR•
CONIC. Ste'
RP u/c
/ . GP EXISTING BAY WINDOW
cG AVER �, TANK PROPANE � 0 BE REMOVED
STOOP ,N
�m
STEP 3 �' �• DCISCHIMNEY
BE
a' '0 BE REMOVED
OVRB K �'• w
BBPP�ER SPL 24 OAC
EXISTING GREENHOIISE
t� zp d FR.
J 2
4a.9' ,, 5' 3E,�9PR �'• '
1GREEN
HOUSE N O FNoSh c�0 1.2'w MINA AGAR
ABI
HIM fAgO? 208LEND
?ON
W
��" SCREBpN WOOD CONC.
20 P XDGE ® Lp BLOCK
X/ ED
DW WALL
GRAVEL DW
a. PROPOSED, �y
C0� O.1'E
'POOL /
BLOCK �2 // / 0.1'E
STEPS �1�� .( /1
POSED POOL i-- -12
E
fOPOS pp� ENCLOON ALLL OFF
- -Elft�MENTT PAD / -" SIDES
STRAUSS LING TRUST ,1� PROPOSED 6'0
POOL DRYWELL
I,-. c3,e,'
-
RAIN RUNOFF CONTAINMENT
PROPOSED
HOUSE & GARAGE 1866 sq.ft.
/
GREENHOUSE 158 sq.ff. 'o/ o
SCREENED PORCH 228 sq.ft. /
CARPORT 279 sq.ft.
DECK 109 sq.ft 109 sq.
2640 sq.ft.
2640 x 0.17 x 1 = 449 cu.ft
449/422 = 10.7 VF *00 ,.
PROVIDE 3 DWs 8'0 x 4' DEEP = 12 VF
CONNECTED BY GUTTERS & LEADERS
-----------------
LOT COVERAGE
LOT AREA 46,938 sq.ft.
EXISTING / PIPE _6
pF MARSH
HOUSE & GARAGE 1876 sq.ft. / .--'EDGE
GREENHOUSE 158 sq.ft. "
DECKS 337 sq.ft.
2371 sq.ft.
2371/46935 = 5.1% / / $
0
PROPOSED
HOUSE & GARAGE 1866 sq.ft. bG
GREENHOUSE 158 sq.ft. c�
POOL 144 sq.ft. G�
SCREENED PORCH 228 sq.ft. �.��
CARPORT 279 sq.ft. _n
DECK 109 sq.
2784 sq.ft.
2784/46935 = 5.97.
-----------------
KEY
= REBAR
® = WELL
® = STAKE
� = TEST HOLE
OF
® = PIPE <�+
® = MONUMENT
=
WETLAND FLAG •,, .� <'f•
cC)-) = UTILITY POLE 'ro
ELEVA77ONS & CONTOUR LINES ARE REFERENCED TO NGVD ,° V. 4�,. ���-
Y.S. LIC. NO. 49618
.:l
ANY ALTERARON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION AREA= 46,938 SO. FT. PECON/aZURVEYORS, P.C.
7209 OF 7HE NEW YORK STA 7E EDUCA77ON LAW. EXCEPT AS PER SECTION (631) 765-5020 FAX (631) 765-1797
7209—SUBDIVISION 2 ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP TO TIE LINE P.O. BOX 909
AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL
OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET
SOUTHOLD, MY 11971 20-014
N i SURVEY OF PROPERTY
A T MA TTIT UCK
TO WN OF SO UTHOLD
SUFFOLK COUNTY, N. Y.
1000-139-01-20.2
gRpWERY ROAD SCALE: 1'=30
APRIL 28, 2020
JULY 14, 2020 (PROPOSED POOL)
-J
`^I�S 99• WATER ��
Vv�- METER
1
AID �g IRON CMF
N DGE pf
N
PIPE �ELEC. Q,
METER
J� 0 ®WELL
m O
s
a m� �
2 CURB END
1.9'E
68 CURB n
m 1 DRpVR� �cn
2�1
ONC. ? FE•END
2�6 0.5'W �
CONC. S�• GE J
GPRP U/G
n R/0 PAVER " PROPANE
STOOP 33� .' �� TANK
STEP �y
CURE K •w w
9BPPR W� 2� BOAC
20 LA
CHIM.
J FR'
S(`( e '' GREENHOUSE) N/0/F
0 48 9 HI Nom. Z \A0�53 DECK ' WALL END MINA AGARABI
0.8'W
WOOD ND
2OECK WOOD CONC.
LONER EDGE ®u BLOCK
END X/X GRAVEOL WALL
cs. PROPOSEC
CONC. 1� POOL FO'EE D
BLOCK
STEPS X
X PROPOSED P0:L
PROPOSED POOL ENCLOSURE 1G' OFF
EQUIPMENT PAD POOL ON ALL SIDES
N/O/F ( PROPOSED 6'0
STRAUSS LIVING TRUST `/ POOL DRYWELL
ASN
�DOf�i
l01
7.
CID
Ile
►r ,,��ASN
I
LOT COVERAGE ,ie
LOT AREA 46,9J8 sq.ft.
EXISTING PIPE " MARsti" NY / 16'1.
HOUSE & GARAGE 1876 sq.ft.
GREENHOUSE 158 sq.ft. "
DECKS 303 sq.ft.
2337 sq.ft.
2337/46935 — 5.0%
----------------- N�
PROPOSED / •NIZI
HOUSE & GARAGE 1876 sq.ft.
POOL 80 sq.ft. / c<
DECKS 303 sq.ft Gr
2259 sq.ft.
2259/46935 = 4.8.x'
----------------- �P
KEY
Q = REBAR
® = WELL
® = STAKE
= TEST HOLE
G DOCK
® = PIPE 0G���� OF tlC-
® = MONUMENT � •�,
` = WETLAND FLAG �
f,w yfil
= U71LI TY POLE
rfJ s
ELEVATIONS REFERENCED TO NA VD 88
a �-•`�"�1` �-•'�` . LIC. NO. 49618
ANY AL7ERA710N OR ADD17ION TO THIS SURVEY IS A WOLA71ON OF SECTION AREA= 6,938 SQ. FT. PE�CINICiSUfZVE�'ORS, .P.C.
7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION (631) 765=5020 FAX 631 765-1797
7209-SUBDIVISION 2. ALL CERAFlCATIONS HEREON ARE VALID FOR THIS MAP TO TIE LINE ( )
AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL P.0. BOX 909
OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET
SOUTHOLO, N. Y. 11971 20-014
SURVEY OF PROPERTY
A T MA TTIT UCK
TO WN OF SO UTHOLD
SUFFOLK COUNTY, N. Y.
1000-139-01-20.2
gRpWERY ROADSCALE.• 1'=30
APRIL 28, 2020
JULY 14, 2020 (PROPOSED POOL)
SEPTEMBER 29, 2020 (PROPOSED ADD/770N)
FEB. 18, 2021 (F.FLR..ELEVA77ON)
O F�j 'z
WATER
METER
N�1'�ZP OMGt g8 ��ON CMF '
EOG�Q FEB 2 2 2?21
a NQ
PIPE ELEC, Q
METERLll
m om ® WELL (P
my Q4 J o
ll
..l S
a CURB END
d 1.9'E
J DW
m BB GVRB G���
EXISTING CURB ZA
TO BE REMOVED iPROPpO� CONC.
GpR FE.END
ii 2�0 0.5'W
FR• �A
U/Gq
CONC, 5 RPG J �
�� GP PROPANE EXISTING BAY WINDOW � D
nG RST/OOPAVER A TANK TO BE REMOVED /�
�m STEP3 EXISTING CHIMNQ
GARB � w
10 BE REMOVtD
689 N 2A OAC ul GREENHOUSE
� 200 � FR•
S N GREENHOUSE
N 4s.9' ,,� � NO��Sz2 1.2'W MINA/AGARABI
HIM o Ff�A,3 PROQoN�o 0 12�' 0 WEND
SGREEGN CONC.
WOOD
P EDGE 0 BLOCK
/ o X END OF c WALL
GRAVEL
DW
PROPOSED
POOL ? FE.END
BLOC C. �0 O.1'E
BLOCK
STEPS X
X PROPOSED POOL
PROPOSED POOL ENCLOSURE 10' ')FF
EQUIPMENT PAD POOL ON ALL SIDES
N/O/F ( -� PROPOSED 6'0
STRAUSS LIVING TRUST v POOL DRYWELL
jog:%''.
of �'
RAIN RUNOFF CONTAINMENT
PROPOSED \
HOUSE & GARAGE 1866 sq.ft. 100
GREENHOUSE 158 sq.ft. .0.
SCREENED PORCH 228 sq.ft.
CARPORT 279 sq.ft.
DECK 109 sq ft109 sq.ft.
2640 sq.ft. W
c0
2640 x 0.17 x 1 = 449 cu.ft. ol
449/42.2 = 10.7 VF 03
PROVIDE 3 DWs 810 x 4' DEEP = 12 VF N.
CONNECTED BY GUTTERS & LEADERS
-------------- ,
LOT COVERAGE
�o
LOT AREA 46,9J8 sq.ft.
EXIS77NG PIPE
MSN
HOUSE & GARAGE 1876 sq.ft.
EOG OF '
GREENHOUSE 158 sq.ft. '
DECKS 337 so.ft.
2371 sq.ft. o
2371146935 = 5.11 / o
0
PROPOSED MN ,NO
HOUSE & GARAGE 1866 sq.ft. ��16
GREENHOUSE 158 sq.ft. S
POOL 80 sq.ft. Cj�
SCREENED PORCH 228 sq.ft. ��
CARPORT 279 sq.ft.
DECK 109 sq,
2720 sq.ft.
2720/46935 = 5.8% _
-----------------
KEY
Q = REBAR
® = WELL
® = STAKE
= TEST HOLE
® =
PIPEF" o
= MONUMENT <�
=
WETLAND FLAG
91) = UTILITY POLE
ELEVA77ONS REFERENCED TO NA VD 88 ` ,' .;;'• ;'f".'xf ,a^,u
S. LIC. NO. .49618
ANY AL7FRA770N OR ADD177ON To THIS SURVEY IS A V10LA77ON OF SEC77ON AREA= 46,938 SO. FT. PECO%C 'SVRVEYORS P.C.
7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC71ON (631) 765-5020 FAX (6r'`�V5'�1797
7209—SUBDIVISION 2. ALL CER77F/CA77ONS HEREON ARE VALID FOR THIS MAP TO TIE LINE P.O. BOX 909
AND COPIES ]HEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL
OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET 20_014
SOUTHOLD, MY 11971
11/2/2020 https//buildertrend.net/Proposals/ProposalPrint.aspx9&proposalld=3012795&IoginType=1&masterPageBuilderld=1376
A
:Y•CUSTOM ISLAND IIoMrs,INC
��tt���kl 6f�ElAL COVTAACTINa
50 Main Street • West Hampton Beach, NY 11978 • Phone: 631-325-3925
Larry Herman
675 Westview Dr
Mattituck, NY 11935
Print-date: 11-2-2020
Hi Larry,
Below is the proposal for the total project as drawn. Please remember that we started in a very different place than we end-
ed.We added:a gunite pool, screen porch, converted a portion of the garage, added a carport, all new windows, all new
roofing and we have included a very high allowance for the kitchen cabinetry.We welcome your feedback and look forward
to working together.
Thank you!
Price Breakdown
Division 01 - General Requirements Group Price: $35,373.00
Qty
Code Title Description / Unit Price Price
Unit
01-010 Project Protect manager-overseeing the project, scheduling and 1 $15,000.00 $15,000.00
Management and managing CIH crews as well as subcontractors thru the
Administrative course of the project.
,01-040 Insurance- 1 $8,223.00 $8,223.00
Builder's Liability
01-080 Potable (1) Portable bathroom provision for workers on site for the 1 $1,03500 $1,03500
Toilets ' extent of construction.
01-110-1 Temporary Labor to install and replace protective floor covering/plastic 1 $2,106.00 $2,106.00
Material Protection- during the different stages of construction.
labor
01-110-m Temporary Temporary materials include, but are not limited to floor 1 $1,17000 $1,170.00
Material Protection- covering, plastic, during the course of the project
material
01-130-1 Progress At the end of each day the job site will be broom swept and 1 $1,404.00 $1,404.00
Cleaning (Interior tidied up to make it a safe working environment
and Exterior)-labor
01-150 Final A final thorough cleaning by a professional cleaning com- 1 $2,925.00 $2,925.00
Cleaning (Interior pany at the conclusion of the renovation.
and Exterior)
01-140 Dumpsters (3) Dumpsters for demo and garbage resulting from the 1 $3,51000 $3,51000
(excluding construction of renovation, but not including masonry waste
demolition) from the demo of the chimney(listed seperatly).
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Division 02 - Existing Conditions Group Price: $13,455.00
Qty
Code Title Description %' Unit Price Price
Unit
02-020 Demolition- (1) dum pster for the brick from the chimney demo. Must be 1 $1,170.00 $1,17000
Dumpsters separated from regular building material debris.
02-010-1 Demolition- Demolition of the kitchen, dining room, demo of 2nd floor 1 $10,530.00 $10,530.00
labor deck, demo of 1st floor powder room, demo of 2nd floor
bathroom, removal of the kitchen fireplace and chimney.
Also includes the removal of the green house.
02-010-m Demolition Includes scaffolding, safety fencing, plywood, plastic,fram- 1 $1,75500 $1,75500
-material ing material for temp walls to support the structure as
needed.
Division 03 - Foundation Work Group Price: $11 ,700.00
-- - - - - - -- - - - - - -- - - - - --- - - -
Qty
Code Title Description / Unit Price Price
Unit
03-060 Concrete Concrete Foundation and Footings. Carport foundation, 1 $11,700.00 $11,700.00
Foundation and (10) 10"sonotubes for rear deck and steps off side of the
Footings dining room. 48 linear feet by 4 feet of 8"concrete wall and
5"slab for carport plus excavation for wall and footing
Division 06 - Wood Group Price: $92,313.00
Qty
Code Title Description / Unit Price Price
Unit
06-010-S Framing - Includes all rough framing of the new covered porch and 1 $28,66500 $28,665.00
Sub deck off the back of the house, as well as the new carport
next to the garage,and any Interior walls to prepare for the
new floor plan.
06-020-L Decking- Installation of composite decking on the rear deck,front 1 $6,435.00 $6,43500
Labor porch, and side steps off the dining room using the Camo
hidden fastener system.
06-020-M Decking- 5/4x6 composite decking (color to be selected by owner) 1 $7,956.00 $7,956.00
Material locations sq footage-
front porch 80
Rear deck 336
side steps 16
GC Allowance
Includes the expanded front entry porch with wrap around
step
06-040-L Exterior Installation of exterior pvc trim for the following applica- 1 $7,020.00 $7,02000
Trim-Labor tions:
24 Windows
1 Slider
1 Exterior Dining Room Door
Front Door
Deck Door
Carport
06-040-M Exterior Exterior window and door pvc trim using 5/44 Versatek 1 $2,925.00 $2,925.00
Trim-Material
06-050-L Interior Interior Trim-(single piece trim profile to be confirmed with 1 $5,850.00 $5,850.00
Trim-Labor homeowner)
Installation of single piece base trim and door casing
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throughout 1st and 2nd floors including:
24 Windows
1 Slider
1 Exterior Dining Room Door
Front Door
Deck Door
11 Interior Doors
06-050-M Interior (trim profile to be confirmed with homeowner) 1 $2,92500 $2,925.00
Trim-Material
06-070-L Interior Details TBD per discussion with homeowner 1 $9,126.00 $9,12600
Railings-Labor GC Allowance
06-090-L Millwork- Installation of the 6"nickle Gap wrapping around the sides 1 $6,43500 $6,43500
Labor and face of the fireplace bump out in the living room.wrap-
ping up to the fireplace surround.
Installation of 1x6 tongue and groove v grooved primed
planking on the ceiling of living room
06-090-M Millwork- 6"nickel gap plank for fireplace/tv niche surround 1 $3,276.00 $3,276.00
Material 1x6 T&G V grooved planking for the vaulted ceiling in living
room
06-090-S Millwork- Living Room Built-ins allowance-$10000 1 $11,700.00 $11,700.00
Sub Mirrored cabinets on either side of fireplace roughly 4'tall
by 4'wide.
Division 07 - Thermal & Moisture Protection Group Price: $66,222.00
Qty
Code Title Description / Unit Price Price
Unit
07-020-s Roofing- Removal of existing Two Layers of roofing and 1 $18,72000 $18,720.00
Asphalt-sub installing 26 Squares of GAF Timberline HD Architectural
shingles.
07-060-s Insulation- Fiberglass insulation installed in the basement ceiling and 1 $11,700.00 $11,700.00
Fiberglass-sub all opened wall sections as well as around all windows and
doors.
07-080-s Siding-sub Supply and install new Hardi board and batten siding. Stan- 1 $30,42000 $30,420.00
dard color TBD
07-100 Flashings Installation of cricket and flashing on the living room fire- 1 $3,510.00 $3,51000
place chimney roof.
07-110 Gutter and White 5"OG gutters with 2x3 leaders 219LF 1 $1,872.00 $1,872.00
Leaders
Division 08 - Windows & Doors Group Price: $54,346.50
Qty
Code .Title Description / Unit Price Price
Unit
08-010-1 Exterior The removal of existing windows and the installation of 24 1 $8,190.00 $8,190.00
Windows-labor new windows wrapping the sills and legs of the rough
openings with Blueskin waterproof membrane and flashing
exterior with same material prior to installing trim.
08-010-m Exterior Exterior Windows-New Andersen 400 series, white exteri- 1 $19,579 95 $19,579 95
Windows-material or,white interior no grills
Exterior doors-Anderson 400 series white exterior no grills
08-020-1 Exterior Installation of new exterior Doors (not including front door) 1 $2,340.00 $2,340.00
Doors-labor 1 Slider
1 exterior Dining Room Door
1 exterior door off living room
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08-020-m Exterior 14 panel Anderson 400 series sliding door with screen 1 $10,255 05 $10,255.05
Doors-material 2 Anderson 400 series single doors with screens
08-040-1 Front Door- -Installation 1 $1,17000 $1,170.00
labor
08-040-m Front 1 Smooth star 36 x 80 single door with side lite full glass 1 $1,872.00 $1,87200
Door-material 1 Anderson 36x80 storm door
08-050 Garage Door style-TBD 1 $2,10600 $2,106.00
GC Allowance
08-060-1 Interior Interior Door/Hardware- 1 $3,861.00 $3,861.00
Door Hardware-labor 11 Solid Core Flat Panel Interior Doors
All Interior Doors and Hardware Replaced
08-060-m Interior 11 solid core flat panel interior doors and hardware style to 1 $4,504.50 $4,504.50
D000r Hardware- be confirmed with owner prior to ordering
material Includes an allowance of$50/door for hardware
08-070-1 Front Door Installation of owner selected front door hardware. 1 $175.50 $175.50
Hardware-labor
08-070-m Front Door Material allowance(TBD 1 $29250 $292.50
Hardware-material GC Allowance
Division 09 - Finishes Group Price: $69,966.00
Qty
Code Title Description / Unit Price Price
Unit
09-010-s Drywall/ Installation of new sheetrock in all areas on the 1st and 2nd 1 $19,890.00 $19,890.00
Spackle-sub floor that are being renovated including all affected areas
and patches, and 3 spackle to completion
09-020-1 Tile-labor Installation of the Schluter the underlayment waterproof 1 $2,808.00 $2,808.00
membrane in the 1st floor master bath shower and the 2nd
floor bathroom tub surround
09-020-m Tile- Tile to match existing bath upstairs 1 $6,552.00 $6,552.00
material Master Bath- 114 sft
Mast bath Shower-Floor-18,walls-68
Down Stairs Powder-36
Upstairs Bath-Floor-36
Upstairs Bath-Shower/Tub Walls-84
GC allowance
09-020-s Tile-sub Tile sub to install the selected by owner 1 $5,031.00 $5,031.00
GC allowance
09-040-s Wood Wood Flooring- 1 $11,700 00 $11,700 00
Flooring-sub 5'Wide plank engineered floor glued
2nd floor flooring sanded and stained to Match
GC Allowance
09-050-s Exterior Touch ups of the new siding 1 $2,925.00 $2,925.00
Painting-sub
09-060-s Interior Interior Painting-Entire interior- 1 coat primer 2 coat finish 1 $21,060.00 $21,060.00
Painting-sub on all drywall, doors,and trim.
Division 10 - Specialties Group Price: $19,831 .50
Qty
Code Title Description / Unit Price Price
Unit
10-010-1 Bath Bath Accessories-Supplied by Owners and installed by CIH 1 $994.50 $99450
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Accessories-labor
10-010-m Bath Supplied by the owner. 1 $000 $0.00
Accessories-material
10-020-1 Medicine 2- Robern M Series 16"x 40"x 4" Flat Plain Single Door 1 $702.00 $70200
Cabinets-labor Medicine Cabinet with Left and Right Hinge, Integrated
Outlets, and Interior Lights
Model:MC1640D4FPLE2,MC1640D4FPRE2
10-020-m'Medicine Medicine Cabinets- 1 $3,04200 $3,042.00
Cabinets-material 2-Robern M Series 16"x 40"x 4" Flat Plain Single Door
Medicine Cabinet with Left and Right Hinge, Integrated
Outlets, and Interior Lights
Model: MC1640D4FPLE2, MC1640D4FPRE2
10-030-s Shower GC allowance Shower Enclosures- 1 $4,68000 $4,680.00
Enclosures-sub (2)-Renovated Upstairs Bath and New Master Bath 1st
floor
10-040-m Mirrors- supplied by homeowner 1 $000 $000
material Labor TBD
10-050-s Fireplace- 8" Stone surround and 4'x 20"stone hearth in living room 1 $3,510.00 $3,510.00
Gas Unit-sub fireplace.
Fireplace-Gas Unit GC allowance
10-060-s Master TBD 1 $5,850.00 $5,850.00
Closet System-sub GC allowance
10-070-s Clothes Clothes Closets- 1 $468.00 $468.00
Closets-sub Guest Room/Gym
-Replace pocket door with LH door
-pocket door replaced is current master closet 2nd floor
GG Allowance
10-080-s Linen Linen Closets 1 $585.00 $585.00
Closets-sub New Wire Upstairs closet
Coat Closet under stairs-new wire
GC Allowance
Division 11 - Furnishings Group Price: $79,560.00
Qty
Code Title Description / Unit Price Price
Unit
11-010-s Kitchen Cabinetry per discussion at site meeting with homeowner 1 $64,35000 $64,35000
Cabinetry-sub GC Allowance
11-020-1 Bathroom Bathroom vanities supplied by owner 1 $1,755.00 $1,755.00
Vanities-labor
11-030-s Kitchen GC Allowance 1 $11,700.00 $11,700.00
Countertops-sub
11-040-s Vanity Supplied by owner 1 $0.00 $0.00
Countertops-sub
11-060-1 Appliances- 1 $1,755.00 $1,755.00
labor
11-060-m By owner 1 $0.00 $0.00
Appliances-material
Division 12 - HVAC Group Price: $38,884.95
Qty
Code Title Description / Unit Price Price
Unit
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12-010 Heating and Heating and Air Conditioning-Includes all new HVAC for 1 $37,714.95 $37,714.95
Aie Conditioning the entire house per the below.
SYSTEM 1-ONE(1)AMANA GAS FIRED FURNACE
WITH MEDIA FILTERS UNIT TO
BE DUCTED THROUGH THE ATTIC FOR SECOND
FLOOR
ZONE 1• SECOND FLOOR WITH CEILING SUPPLY
GRILLES AND RETURN TBD.
SYSTEM 2-ONE(1)AMANA 2 STAGE CONDENSER
AND EVAPORATOR COIL
ATTACHED TO EXISTING FURNACE..
ZONE 1-MASTER BEDROOM, BATHROOM,WALK IN
CLOSET AND LAUNDRY.
SUPPLY GRILLES TO BE INSTALLED IN FLOOR, RE-
TURN LOCATION TO BE
DISCUSSED WITH BUILDER.
ZONE 2-MAIN LIVING, DINING, KITCHEN,POWDER
ROOMS
SUPPLY GRILLES IN FLOOR, RETURN LOCATION TO
BE DISCUSSED WITH
BUILDER.
The following is included
^Ductwork&duct Insulation/lining-All ducts will be single
wall galvanized duct, per
SMACNA requirements. Conditioned spaces will have R4
insulation.
"HVAC equipment as split AMANA equipment
^Each system will have a Gas Fired Furnace for heat.
"Air terminals to be standard grills.
^Refrigerant piping.
^PVC condensate piping.
^Control wiring
^Aluminum dryer venting for 1 dryer.
^Bath fans for 4 bathrooms with venting.
^Pads for condensers
^Commissioning of all systems.
AAprilaire MERV 13 filters for both systems.
12-030 Humidifier Optional$3200.00 1 $0.00 $000
12-040 Dehumidifier Optional$850 1 $0.00 $0.00
12-050 WIFI Included with the HVAC price 1 $0.00 $0.00
Thermostats
12-090 Bathroom 1 $877.50 $877.50
Vents
12-100 Dryer Vent 1 $292.50 $292.50
12-110-s Hood Vent TBD 1 $000 $0.00
c
Division 13 = Plumbing Group Price: $31 ,473.00
Qty
Code Title Description / Unit Price Price
Unit
13-010 Rough Rough Plumbing and Installation of Finish Fixtures 1 $26,559.00 $26,559.00
Plumbing and FIRST FLOOR
Installation of Finish • Kitchen—sink, dishwasher, Ice maker, pot filler, Instant
Fixtures hot
•Powder bathroom(locations to remain)—sink,toilet
•Master bathroom—(2)sinks,toilet,shower,tub
• Laundry—sink,washer, dryer(venting by others)
SECOND FLOOR
• Bathroom(locations to remain)—eliminate(1)sink, sink,
toilet,tub
MISCELLANEOUS
•Navlen 210A tankless water heater—this unit Is 95%effi-
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cient,direct vented and provides
8GPM of continuous hot water
•(3) Frost free hose bibs with ball valves and drains
•KES outdoor showering system with ball valves and
drains for winterization purposes
13-020 Plumbing Plumbing Fixtures. 1 $0.00 $0.00
Fixtures Fixtures from downstairs powder will be place into upstair
remodeled bathroom
Other fixtures supplied by Owner
13-030 Gas Piping to Gas Piping to Appliances 1 $4,914.00 $4,914.00
Appliances Gas work consists of installing a piping system to supply
gas to the following appliances-
Stove
• Fireplace
•Tank-less water heater
• BBQ
• Dryer
•Eliminate gas to fireplace in kitchen
•2nd floor furnace
Division 14 - Electrical Group Price: $47,601 .45
Qty
Code Title Description / Unit Price Price
Unit
14-010 Rough Rough Wiring and Installation of Finish Fixtures per the 1 $47,601.45 $47,601.45
Wiring and walk through at site meeting with owner. Includes the elec-
Installation of Finish trical at the boat ramp as well as the pool wiring
Fixtures
14-020 Installation of Installation of Owner Suppled Fixtures(up to one hour 1 $0.00 $0.00
Owner Supplied each)
Fixtures(up to one
hour each)
Division 15 - Utilities Group Price: $36,100.35
- Qty
Code Title Description / Unit Price Price
Unit
15-100 Home 18 channel origin Amp 1 $31,946.85 $31,946.85
Automation (TV, 4 sonos connect
Audio, Shade, Etc...) 2 speakers with rough in brackets, prewired and installed
following locations* kitchen, screen room, dining room, and
living room.
outdoor speakers and wiring allowance
Rack for origanizing components
3 indoor wife access points
1 outdoor wifi access points
TV Pre Wire 1
3 Cath wires for HDMI
1 Cat5 for hard wire internet or IR repeater
1 RG6 wire
TV Installation: Installation of Customer Supplied TV and
Bracket 1
Video Extender-A53AN Pro Edge AC70 4K video extender
1
HDMI Cable 2
for the following locations master bedroom, bed 1, bed 2,
bed 3, and living room
Interconnects, power strips, Cat6 interconnects,audio in-
terconnects, Cat6 punchdowns
Install rack&Components
Programming& Network Setup
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15-110 Alarm Proposal 1- Install basic alarm system with Doors contact- 1 $4,153.50 $4,153.50
System ed/Motion Detectors/
Monitored Smoke Detectors
Protect all doors
Provide,motion detection in common areas
Provide,smoke&fire protection
System will sound a loud audible siren and alert Central
Station if.
A protected door is opened
Motion detected in common area
Smoke or fire is detected
Keypad panic button is pressed
System will sound a trouble sound-keypad beeps and Cen-
tral Station gets
notified if.
System power is down (house electric)
System backup battery is weak
Communication failure occurs
A smoke detector is removed from base or in trouble mode
Cost Summary
Item Description Cost
1 Basic Package
2 door contacts
1 motion detector 1 st floor foyer
1 Honeywell Vista 20P 8-48 zone control panel communi-
cator
1 LCD keypad with English zone descriptions
1 siren, battery backup
All aspects of installation
Add the following protection.
2 Add 4 door contacts(6 total)
3 Add Fire Protection 7
7 smoke detectors
4 Add 3 CO detectors 3
5 Add 2 motion detectors (3 total)
6 Add 1 LCD keypad (2 total)
TOTAL 3550.00
Allowance, additional optional coverages homeowner may
want to select.
Division 16 - Exterior Improvements Group Price: $38,025.00
Qty
Code Title Description / Unit Price Price
Unit
16-090 Landscaping TBD 1
$0.00 $0.00
16-110 Irrigation TBD 1 $0.00 $0.00
16-120 Fencing Fencing 17 panels 1x3 stockade 11 posts 33 bags sakrete 1 $8,541.00 '$8,541.00
New Fence-49', 85'
GC Allowance
16-130 Gates Pool fencing-per the survey with 1"x1"wire mesh and steel 1 $2,574.00 $2,574.00
posts Includes(1)4'gate
GC Allowance
16-140 Pool Pool 1 $23,400.00 $23,400.00
up to 12x12 vinyl pool-seat on one side facing water
heater and salt water
16-210 Bulkhead/ Installation of hand rad between posts down on the dock. 1 $3,510.00 $3,510.00
Dock As well as railing on one side down the steps from the back
yard towards the dock.
Group Price: $17,550.00
Code Title Description Qty Unit Price Price
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Unit
Screen Porch Includes the sunshade vinyl window system for the nIew 1 $17,550.00 $17,550 00
Enclosure screen porch.
Total Price: $662,401.76
Signature
Approved by: Larry Herman
Date: 10-30-2020 1.20 PM
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Generated by REScheck Web Software
Compliance Certificate
Project Herman Residence
Energy Code: 2018 IECC
Location: Mattituck, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5331 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
675 Westview Drive Jason Ormond
Mattituck, NY JMO Architect
120 Mill Road
Westhampton Beach,New York
11978
jmoarch@gmail.com
Compliance: Passer,using UA . off
Compliance: 2.6%Better Than Code Maximum UA: 38 Your UA: 37 Maximum SHGC: 0.40 Your SHGC: 0.28 C
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: Flat Ceiling or Scissor Truss 196 30.0 0.0 0.035 7
Wall:Wood Frame, 16"o.c. 352 19.0 0.0 0.060 20
Window:Wood Frame 14 0.300 4
SHGC: 0.28
Floor:All-Wood joist/Truss 196 30.0 0.0 0.033 6
Compliance Statement. The proposed building design described here is co sistent with the bui1ding plans,specifications,and other
calculations submitted with the permit application.The proposed building h s n-desi, ed t meet the 2018 IECC requirements in
RESc eck Version RESWelo and to cpmplyith he mandatory regl.� � � a��� REScheck InspectioChecklist.
ill. � F✓L e� s�^ ���� � �, ��
Name-Title Signatu Date
U �
03330' y0
Project Title: Herman Residence Report date: 09/14/20
Data filename: Pagel of 9
REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2018 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/Plan Review Value Value Complies? Comments/Assumptions
& Req.ID
103.1, ;Construction drawings and !❑Complies
103.2 ;documentation demonstrate ' ;❑Does Not
[PR1]1 j energy code compliance for the
;� building envelope.Thermal i ;❑Not Observable
envelope represented on i bNot Applicable
'construction documents.
103.1, ;Construction drawings and I❑Complies ;
103.2, ;documentation demonstrate I❑Does Not
403.7 !energy code compliance for
[PR3]1 ;lighting and mechanical systems. ❑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 per ACCA
Manual J or other methods Cooling: Cooling: ;❑Not Observable
Btu/hr Btu/hr ❑Not Applicable
approved by the code official. 1 ; pP i
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3)
Project Title: Herman Residence Report date: 09/14/20
Data filename: Page 2 of 9
Section
# Foundation Inspection Complies? Comments/Assumptions
& Req.ID
303.2.1 �A protective covering is installed to ;❑Complies
[FO11]2 protect exposed exterior insulation :❑Does Not
and extends a minimum of 6 in. below
[-]Notgrade. Not Observable
❑Not Applicable
403.9 Snow-and ice-melting system controls;❑Complies
[FO12]2 installed. ;❑Does Not
"IDN ;❑Not Observable;
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Herman Residence Report date: 09/14/20
Data filename: Page 3 of 9
Section Plans Verified Field Verified
# Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions
& Req.ID
402.1.1, !Glazing U-factor(area-weighted , U- U- ;❑Complies ;see the Envelope Assemblies
402.3.1, ;average). I❑Does Not ;table for values.
402.3.3,
402.5 ;❑Not Observable
[FR2]1 ; j❑Not Applicable
303.1.3 ;U-factors of fenestration products j❑Complies
[FR4]1 are determined in accordance ' j❑Does Not
with the NFRC test procedure or
;taken from the default table. ;❑Not Observable
J ;❑Not Applicable
402.4.1.1 ;Air barrier and thermal barrier j ;❑Complies
[FR23]1 Anstalled per manufacturer's I❑Does Not
Q) instructions. ! ;❑Not Observable
{ �❑Not Applicable
402.4.3 ;Fenestration that is not site built I ;❑Complies
[FR20]1 is listed and labeled as meeting ❑Does Not
AAMA/WDMA/CSA 101/I.S.2/A440
or has infiltration rates per NFRC '❑Not Observable
400 that do not exceed code ❑Not Applicable
limits.
402.4.5 I IC-rated recessed lighting fixtures pf❑Complies ;
[FR16]2 sealed at housing/interior finish i {❑Does Not I
and labeled to indicate<_2.0 cfm t
leakage at 75 Pa. ❑Not Observable j
I ❑Not Applicable
403.3.1 ;Supply and return ducts in attics ❑Complies
[FR12]1 !insulated>= R-8 where duct is ❑Does Not I
I>= 3 inches in diameter and >_
R-6 where< 3 inches.Supply and ` ❑Not Observable ;
return ducts in other portions of ❑Not Applicable
`the building insulated >= R-6 for
diameter>= 3 inches and R-4.2
Ifor< 3 inches in diameter.
403.3.2 ;Ducts, air handlers and filter }❑Complies ;
[FR13]1 boxes are sealed with }❑Does Not
ljoints/seams compliant with
Q-) ;International Mechanical Code or ❑Not Observable
International Residential Code,as ❑Not Applicable
applicable.
403.3.5 ;Building cavities are not used as ❑Complies
[FR15]3 !ducts or plenums. ❑Does Not
19 ;;R❑Not Observable
{ f❑Not Applicable I
403.4 HVAC piping conveying fluids R- ; R- ;❑Complies
[FR17]2 above 105°F or chilled fluids I❑Does Not
below 55°F are insulated to zR- I I I
:E
]Not Not Observable ;
I j j❑Not Applicable
403.4.1 !Protection of insulation on HVAC ;❑Complies ;
[FR24]1 {piping. C❑Does Not
ig I {❑Not Observable
j J❑Not Applicable j
403.5.3 Hot water pipes are insulated to ; R- R- ;❑Complies ;
[FRl°8]2 I R-3. j T❑Does Not
J ;ONot Observable
I :❑Not Applicable
403.6 (Automatic or gravity dampers are i❑Complies
[FR19]2 installed on all outdoor air ❑Does Not I
intakes and exhausts.
i❑Not Observable
j❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Herman Residence Report date: 09/14/20
Data filename: Page 4 of 9
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Herman Residence Report date: 09/14/20
Data filename: Page 5 of 9
Section Plans Verified Field Verified
# Insulation Inspection Value Value Complies? Comments/Assumptions
& Req.ID
303.1 ;All installed insulation is labeled ❑Complies
[IN13]2 or the installed R-values ❑Does Not
,U& `provided.
❑Not Observable
j❑Not Applicable
402.1.1, ;,Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies
402.2.6 I I❑ WoodI❑ Wood 1
:❑Does Not ;table for values.
[IN1]1 ;❑ Steel ;❑ Steel ;❑Not Observable
` !❑Not Applicable
303.2, 1 Floor insulation installed per ;❑Complies
402.2.7 manufacturer's instructions and I ❑Does Not
[IN2]1 in substantial contact with the j
underside of the subfloor,or floor; ❑Not Observable
lframing cavity insulation is in I ;❑Not Applicable
I contact with the top side of I I
sheathing, or continuous
insulation is installed on the
underside of floor framing and I
I extends from the bottom to the
top of all perimeter floor framing
members. I
402.1.1, !Wall insulation R-value.If this is a;, R- ; R- ;❑Complies ;See the Envelope Assemblies
402.2.5, 1 mass wall with at least 1/z of the E] Wood I❑ Wood �❑Does Not ;table for values.
402.2.6 !wall insulation on the wall ;❑ Mass I❑ Mass ;❑Not Observable
[IN3]1 :exterior,the exterior insulation I
V 1 requirement applies(FR10). ;❑ Steel ❑ Steel I❑Not Applicable
I
303.2 1 Wall insulation is installed per 10Complies
[IN4]1 manufacturer's instructions. ❑Does Not
1[]Not Observable
J❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Herman Residence Report date: 09/14/20
Data filename: Page 6 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req.ID
402.1.1, !Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies
402.2.1, E] Wood ❑ Wood :❑Does Not
table for values.
402.2.2, j I❑ Steel ❑ Steel :❑Not Observable
402.2.6
[FI1]1 ; :❑Not Applicable
303.1.1.1,;,Ceiling insulation installed per z ' : ` ' �❑Complies
303.2 manufacturer's instructions. I ❑Does Not
[FI2]1 ;Blown insulation marked every
❑
300 ftz. tiNot Observable
❑Not Applicable
402.2.3 !Vented attics with air permeable j '❑Complies i
[F122]2 insulation include baffle adjacent I ❑Does Not
to soffit and eave vents that
extends over insulation. i 1❑Not Observable
❑Not Applicable
402.2.4 ;Attic access hatch and door R- R- ;❑Complies
[FI3]1 !insulation >_R-value of the I !❑Does Not
!adjacent assembly.
;❑Not Observable ;
I ;❑Not Applicable
402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies
[FI17]1 ach in Climate Zones 1-2, and !❑Does Not
<=3 ach in Climate Zones 3-8. ; ❑Not Observable
I❑Not Applicable
403.3.3 I Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies
[F127]1 !determine air leakage with ftz ftz :❑Does Not
!either: Rough-in test:Total
leakage measured with a I❑Not Observable
!pressure differential of 0.1 inch ;❑Not Applicable
Iw.g.across the system including I
!the manufacturer's air handler
enclosure if installed at time of
!test. Postconstruction test:Total I I I
leakage measured with a
pressure differential of 0.1 inch
w.g.across the entire system
I including the manufacturer's air I I
!handler enclosure. ! ! ! !
403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies
[FI4]1 !cfm/100 ft2 across the system or ftz I ftz I❑Does Not !
!<=3 cfm/100 ft2 without air ! !
handler @ 25 Pa. For rough-in ! I ;❑Not Observable
!tests,verification may need to ! ;❑Not Applicable
;occur during Framing Inspection. ;
403.3.2.1 ;Air handler leakage designated 3❑Complies ;
[FI24]1 1 by manufacturer at<=2%of i❑Does Not !
!design air flow. LNot Observable
❑Not Applicable
403.1.1 I Programmable thermostats ❑Complies
[F[9]2 installed for control of primary * Y []Does Not
heating and cooling systems and 3
1 initially set by manufacturer to ❑Not Observable
Icode specifications. ❑Not Applicable
403.1.2 Heat pump thermostat installed ❑Complies
[FI10]2, on heat pumps. ❑Does Not !
❑Not Observable
r ❑Not Applicable
403.5.1 Circulating service hot water �, f❑Complies
[FI11]2 I systems have automatic or 3❑Does Not !
accessible manual controls. j
❑Not Observable
I I❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Herman Residence Report date: 09/14/20
Data filename: Page 7 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req.ID
403.6.1 All mechanical ventilationsystem i❑Complies
[F[25]2 fans not part of tested and listed ❑Does Not
HVAC equipment meet efficacy
and air flow limits per Table ❑Not Observable ;
R403.6.1. i❑Not Applicable
403.2 Hot water boilers supplying heat 10Complies
[F[26]2 through one-or two-pipe heating ;❑Does Not
'systems have outdoor setback ;❑Not Observable
control to lower boiler water
temperature based on outdoor j❑Not Applicable
temperature. i
403.5.1.1 ;Heated water circulation systems E]
; Complies
[FI28]2 have a circulation pump.The ;❑Does Not
i system return pipe is a dedicated 1
j return pipe or a cold water supply '❑Not Observable
pipe.Gravity and thermos- l ❑Not Applicable
syphon circulation systems are
not present.Controls for
circulating hot water system ;
pumps start the pump with signal
for hot water demand within the
occupancy.Controls
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
1515.Controls automatically
adjust the energy input to the ❑Not Observable
heat tracing to maintain the ❑Not Applicable
desired water temperature in the ;
piping. '
403.5.2 Demand recirculation water ❑Complies
[F130]2 systems have controls that f❑Does Not
manage operation of the pump 4(
and limit the temperature of the ❑Not Observable
water entering the cold water ❑Not Applicable
j piping to<= 1049F.
403.5.4 Drain water heat recovery units ❑Complies ;
[F131]2 tested in accordance with CSA ❑Does Not
855.1. Potable water-side
pressure loss of drain water heat ❑Not Observable
recovery units<3 psi for ❑Not Applicable
individual units connected to one
or two showers. Potable water-
side pressure loss of drain water i
heat recovery units < 2 psi for ;
individual units connected to
three or more showers.
404.1 90%or more of permanent {❑Complies ;
[FI6]1 (fixtures have high efficacy lamps. 3❑Does Not
❑Not Observable
J❑Not Applicable
404.1.1 Fuel gas lighting systems have - ;❑Complies
[FI23]3 i no continuous pilot light. ❑Does Not
�) ! ;❑Not Observable
j J❑Not Applicable
401.3 Compliance certificate posted. ❑Complies ;
[FI7]2_ ❑Does Not
❑Not Observable
i❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Herman Residence Report date: 09/14/20
Data filename: Page 8 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req.ID
303.3 ;Manufacturer manuals for I I❑Complies
(FI18]3 mechanical and water heating ❑Does Not
systems have been provided. i
i i❑Not Observable
J❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Herman Residence Report date: 09/14/20
Data filename: Page 9 of 9
�J( 2018 IECC Energy
Efficiency Certificate
Insulation .
/Above-Grade Wall 19.00
Below-Grade Wall 0.00
Floor 30.00
Ceiling / hoof 30.00
Ductwork (unconditioned spaces):
Glass&Door Rating U-Fact6r SHGC
Window 0.30 0.28
Door
Heating &Cool ing:Equ ipment 'Efficiency
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
AGENT LETTER
I, Jane Herman being duly swom,depose and say that
I am the owner of the premises located at:
675 Westview Dr.
Mattituck , NY
And I am designating: Steve Caputo,
The Permit Guy
to represent and act on my behalf as my agent,and to file the necessary
Documents to obtain a Building Permit and/or Certificate of Occupancy.
ane Herman
Sworn to before me this
Day of( dam ,2020
Notary Signature&Stamp
BETTY A.RARICK
NOTARY PUBLIC OF NEW JERSEY
MY COMMISSION EXPIRES MAY 20,2023
ID#2213520
Permit Us Inc.d/b/a!The Permit Guy•Post Office Bos 1445 Westhampton Beach,NY
11978
Phone:631-766;4702 • Email:3tev"@ xnitguyorg
NAILING SCHEDULE PRESUMPTIVE LOAD-SEARING VALUES
OF FOUNDATION MATERIALS
AS PER TABLE R602.3(I) OF 2020 RESIDENTIAL CODE OF NYS
GENERAL NOTES: (AB PER RESIDENTIAL CODE OF NEW YORK STATE SEC. 8401.4.1) ]�[]�[C
1. ALL CONSTRUCTION 15 TO CONFORM TO N.Y. STATE AND LOCAL BUILDING TOWN COI 1 I I LNTS SECTION
UMB
CODES. ITEM DESCRIPTION OF BUILDING ELEMENTS NOF ERAND TYPE LOAD-BEARING
STENER., SPACING AND LOCATION CLASS OF MATERIAL PRE55URE (POUNDS DESIGN COI"(PLIES WI--I IT2018 INTERNATIONALNEW YORK BUILDING CODE THE 2020 NEYORK STATE UNIFORM
2. ALL PLUMBING IS TO GONFORrI TO COUNTY AND LOCAL HEALTH DEPARTMENT FA
Rob PER SQUARE Fool)
REQUIREMENTS. 4-8d box(2'/,"x 0.113•'9 or FIRE PREVENTION AND BUILDING CODE AND THE STATE ENERGY CONSERVATION CONSTRUCTION CODE
3. ALL ELECTRICAL WORK 15 TO CONFORM TO LOCAL, N.E.G. AND UNDERWRITERS 3-8d common(2'/,"x 0.131');or
REQUIREMENTS. I Blocking between ceiling joists or rafters to top plate 3-1Od box(3"x 0.128');or Toe nail CRYSTALLINE BEDROCK 12,000 PSF
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD 3-3"x0.]31"nails
PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS OR
DISCREPANCIES. 4-sdbox(2'/,"x0.113'9;or SEDIMENTARY AND FOLIATED ROCK 4,000 PSF
S. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE 3-sdcorn (3"x .I x");or 9;or INSTALL G 4 20 GAUGE GALVINIZED
OVER SCALED ONES. LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER 2 Ceiling joists to top plate : Per joist,toe nail
3-lOdbox(3"x 0.128'9;or 0A STRAPPING � 16' O.G. W/2-8d NAILS ® EA. END
SMALLER DRAWINGS. IT 15 THE INTENTION OF THE DRAWINGS TO PROVIDE FOR
3-3"x0.131"nails SANDY GRAVEL AND/OR GRAVEL (GW # GP) 3,000 PSF �`� MIN, 12" BEARING ON RAFTER SURFACE
A COMPLETE JOB IN ALL RESPECTS. 4-IOd box(3"x 3'/,"x9;or
6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE 3 Ceiling joist not attached to 3_]6dcommon(3'/="x0.I62'9;or Face nail SAND, SILTY SAND, CLAYEY SAND, SILTY (�\ ALL UPLIFT CONNECTORS
ARCHITECT 15 NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Partitions(see Section 880_5 2 and Table 8802.5.2) 4-3'x 0.131"nails GRAVEL, AND CLAYEY GRAVEL
(SW,SP,SM,SG,GM,#GG) 2,000 PSF INSTALLED TO PROVIDE
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL 4 Ceiling joist attached to parallel rafter(heel joint) Tabic 8802.5.2 Face nail CONTINUOUS LOAD PATH FROM
WORK DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND (see Section R802.5.2 and Table R802.5.2) TOP OF RIDGE TO FOUNDATION
MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD PRACTICE. CLAY SANDY CLAY SILTY CLAY CLAYEY SO THAT NET UPLIFT VALUE AT
4-lOdbox(3"x 0.1..8");or � � � 1,600 PSF TOP OF WALL DOES NOT EXCEED
S. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER N.Y.S. CODES. 5 Collar tie to rafter,face nail or I'/,"x 20 ga.ridge strap to 3-IOd common(3"x 0.148');or Face nail each rafter SILT, SILT, # SANDY SILT (GL,ML,MH,#G4-1)
rafter 100 PLF
9. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL 4-3"x0.131"nails
CONNECTIONS CAPABLE OF
MANUFACTURERS REQUIREMENTS. 3-16dbox nails(3'/."x0.135'9;or
10. CONCRETE IS TO 8E 3000 P.5.1. MIN. ON 1 TON PER SQUARE FOOT SOIL 3-lOdcommonnails(3"x 0.148':or2 toe nails on one side and Itoe nail ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WITHSTANDING 325 POU2020
NDS AS
SEARING CAPACITY. PORCHES, CARPORT SLABS AND STEPS EXPOSED TO 6 Rafter or roof truss to plate on opposite side of each rafter or PER TABLE 8COD OF NEW
WEATHER, AND GARAGE SLABS TO USE 3500 P.S.I. MIN, CONCRETE. VERIFY 4-10dbox(3"x0.1289;or
4-3"x0.131"nails truss (AS PER RESIDENTIAL CODE OF NEW YORK STATE BEC. 8301.7) RESIDENTIAL GODS OF NEW YORK
SOIL BEARING CAPACITY IN FIELD. STATE
11. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND 4-16d(ommo0.135");or
3-1 Od common(3"x 0.148');or INSTALL 1 y,,"W 20 GAUGE
UNDER BATHTUBS. Toe nail R I DG E
4-10dbox(3"x0.128'9;or STRUCTURAL MEMBERS ALLOWABLE DEFLECTION
Roof 4-3"x0.131"nails GALVINIZED STRAPPING 0 16° O.G.
12. SIMPSON "STRONG-TIE" CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL
W/3-8d NAILS � EA. END MIN. 12"
LOAD CARRYING CONDITIONS. 7 0.
13. ALL FRAMING LUMBER TO BE DOUG-FIR #2 FB - 1150 PSI, E-1,41'1. P51 to minimum 2"ridge beam 3-16d box mon x'/,"x );or
RING ON STUD SURFACE
14, ALL HEADERS * GIRDERS TO BE DOUG-FIR #2 FB - 1250 PSI, E-1.7M. 1-51 2-1Odbox(3"x0'128');162'9;or RAFTERS WAVING SLOPES GREATER THAN S-I
End nail
15. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE ACQ PRESSURE 3-YxO.1(3"x 0.128'9;or TO WITH NO FINISHED CEILING ATTACHED L/I80
3-3"x0.131"nails TO RAFTERS AOI NAILED HITO TOPNG TO SPLATE
TREATED LUMBER.
16. ALL EXTERIOR DECK FRAMING SHALL BE ACQ TREATED LUMBER. wail INTERIOR WALLS AND PARTITIONS H/180
17. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF 16dcommon(3'/."x0.162') 24"o.c.face nail
PLANS, WITH ONE BUILDING PERMIT. THE ARCHITECT SHALL NOT BE 8 Stud to stud(not at braced wall panels) lOd box(3"x 0.128 16"
9:or FLOORS AND PLASTERED CEILINGS L/360
RESPONSIBLE FOR ADDITIONAL, STRUCTURES BUILT USING THESE PLANS. Yx0.131"nails o.c.face nail
ALL OTHER STRUCTURAL MEMBERS L/240 ROOF
18. PREFABRICATED FIREPLACES AND FLUES SHALL ESE U.L. 127 APPROVED. 16dbox(3'/"x0.135'9:or G Z
19. ALL HEADERS NOT NOTED ARI- TO BE (2) - 2" N 12". 9 Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails 12"o.c.face nail EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 _
20,5RIDGING TO BE EITHER OF SOLID, I" X 3" OR 18GA. CROSS BRIDGING, NOT TO (at braced wall panels) FINISH G n
]6d common(3'/,"x 0.162') 16"o.c.face nail ICE 514 ELD
EXCEED B'-O` O.G. ]6d common(3'/,"x 0.162') 16"o.c.each ed Le face nail EXTERIOR WALLS-W IND LOAD:SIA WITH
21. PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATION WALLS. 10 Built-up header(2"tot"header with'/2"spacer)
22.ALL FLITCH PLATES, LY.L.'S AND GIRDERS ARE TO BEAR ON SOLID WOOD 16dbox(3'/."x0.135'9 12"o.c.each edeeface nail BRITTLE FINISHES L-41240 OI
POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS. 5-8dbox(2'/,"x0.113'9:or RIDGE AS NOTED
23.ALL JOISTS AND RAFTERS ARE TO BE BRIDGED @ W-O" O.G. 11 Continuous header to stud 4-8dcommon(2'/."x0.131'9;or Toe nail EXTERIOR WALLS-WIND LOADSIA WITH L./120 ON PLANS
24.INTERIOR BEARING WALLS ARE. TO BE BLOCKED @ W-0" O.G. 4-IOdbox(Yx0.t289 FLEXIBLE FINISHES
25.5TEEL ASTM A-36 PAINTED, 13OLTS AS NOTED (A307)1 WELDS-E70XX, 16dcommon(3'/,"x0.162') 16"o.c.face nail NOTE= L-SPAN LENGTH, H-SPAN HEIGHT.
REINFORCEMENT ASTM GR. 60. 12 Top plate to top plate 10d box(3"x 0.128"):or
26.RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR 3"x0.131"nails 12"o.c.face nail A. THE WIND LOAD SHALL 15E PERMITTED TO ESE TAKEN AS 0.7 TIMES
-EXTERIOR WALL SHEATHING
ADMINISTRATION OF THIS PROJECT. R-16dcommon(3'/"x 0.162'7 or THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE
2 Face nail on each side of end joint DETERMING DEFLECTION LIMITS HEREIN. .21
110 SUBSTITUTIONS: 12-16dbox(3/,"x0.135');or
13 Double to late splice (minimum 24"la slice length each
ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE pp p 12-1"x0.110d box 1'nail128"):or p'p g MINIMUM ROOF LIVE LOADS
12-3"x 0.131"nails side of end joint)
INDICATED IS "SIMPSON STRONG-TIE". NO SUBSTITU71ONS ARE APPROVED OR (IN POUNDS-FORGE PER SQUARE FOOT OF 44ORIZONTAL PROJECTION) O Z INSTALL lY,"W 20 GAUGE
AUTHORIZED DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO THE OTHER ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER' SPACING AND LOCATION ! GALVINIZED STRAPPING 16" O.C.
COMPONENTS OF THE STRUCTURE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL 16dcommon(3'/,"x0.162") 16"o.c.face nail
RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER / Bottom plate lojoisLrimjoist,bandjoistor � TRIBUTARY LOADED � W/3-sd NAILS � EA. END MIN. 12"
CONTRACTOR ASSUMING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF 14 blockin (not atbraccdwall mels) 16dbox(3/,"x0.135);or AREA IN SQUARE FEET BEARING ON STUD SURFACE A
g p: 12"o.c.face nail MIN. 6" BEARING ON SOX SEAM j
3"x0.131"nails FOR ANY STRUCTURAL
THE ENTIRE SYSTEM. ROOF SLOPE
Bottom plate tojois4 rimjoist,band joist or
3-16d box(3'/."x 0.135'9;or 3 each 16"o.c.face nail MEMBER _
ENERGY NOTES: 15 blocking(at braced wall panel) 2-16d common(3/."x 0.162'9;or 2 each 16"o.c.face nail Z
ADJUSTABLE LIG(-IT ROOF RAFTERS AS � � INSTALL "SIMPSON STRONG-TIE"
1. ALL CONSTRUCTION SHALL BE: IN ACCORDANCE W'TH THE REQUIREMENTS OF 43"x0.131"nails 4each16"o.c.facenail RISE 4 INCHES PER FOOT (1=3) TO LESS45 DSP TIES 0 32" O.G. W/ 10- 10d
THE 2020 ENERGY CONSERVA"-ION CONSTRUCTION CODE OF NEW YORK STATE. 4-8dbox(2'/_"x0.113');or THAN 12 INCHES PER FOOT (IO.) 1-(ANGERS (LSSU210) NOTED ON PLANS NAILS PRIOR TO SHEATHING
2. EXTERIOR DOORS AND DOORS TO GARAGE U - .�O MAX. 3-16d box(3'/="x 0.135'9;or 1 11
3, WINDOWS AND ALL GLASS 11 - .58 MAX. 4-8d common(2'/_"x 0.131");or Toe nail STRAPPING CD CATHEDRAL
4. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION 4-1Oldbox(3"x 0.128');or
AIR. 150-200 G.F.M. FLUE TO HAVE TIGHT SEATED DAMPER-MAX. AIR LEAKAGE 16 Top or bottom plate to stud 4.3"x0.131"nails MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS CRAFTER TO RIDGES - ---------
20 G.F.M.. 3.16d box(3'/z"x 0.135');or SCALE= y21I 1 r_011 Z
TERMITE SHIELD OVER SILL SEALER
S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, 2-16dcommon(3'/_"x 0.162'9;or End nail (IN POUNDS PER SQUARE FOOT)
DESIGN AND TYPE OF MECHANICAL SYSTEM WHIC4 WILL BE USED IN SUFFICIENT 3-1Odbox(3"x 0.128'9;or
DETAIL AS 15 REQUIRED BY THE BUILDING DEPARTMENT. 3-3"x0.131"nails
6. ALL THERMOSTATS SHALL BE ADJUSTABLE 45-75 DEG. F. FOR COMBINATION ° 11" DIA, ANCHOR BOLTS 72" O.G. I
3-IOd box(3"x 0.128'9;or USE LIVE LOAD MAX. (7" EM(EDMENT) W/ 3°x3"
HEATING AND COOLING THERMOSTATS THE RANGE SHALL BE 45-85 DEG. F. 17 Top plates,laps at comers and intersections 2.16d common 0/,"x 0.162'9;or Face nail Q CO WASHER 1'-O" FROM
7. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE 3-3"x0.131"nails n CORNERS) IN ACCORDANCE W/
2020 RESIDENTIAL GODS OF NYS
A MINIMUM COMBUSTION EFFICIENCY OF 75% AND SHALL HAVE STANDBY LOSSES 3-8d box(2'/,"x 0.113'1;or
LE55 THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. 2.8dcommon(2'/,0.128"x0.131");or EXTERIOR BALCONIES 60 SECTION 8403.1.6
8. INSULATE ALL PIPES AND DUCTS AS PER CODE. 18 l"brace to each stud and plate 2-10d box(3"x Face nail ° 1
'9;or DECKS 40 a. IST FLOOR SILL
9. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 140 DEG. F MAX. 2 staples I%" 1
10. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT 3-8dbox(2'1Z"x0.1]3');or ATTICS WITHOUT STORAGE 10
NOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. @ 60 P.S.I. PRESSURE. ]g I"x6"sheathin to each 2-8dcommon(2'1."x 0.131'1;or Face nail 11. HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH TABLE 4-6 g g 2-IOdbox(3"x 0.128'9;or ATTICS WITH STORAGE 20 CJ_3
OF THE ENERGY CODE: MIN. E:ER (EFFICIENCY) SHALL BE AS SPECIFIED IN 2staples,I"crown,16 ga.,1'/,"long
TABLES 4-8, 4-9, AND 4-10 OF THE ENERGY CODE. ROOMS OTHER THAN SLEEPING ROOMS 40 AOI
12. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES 3-8dbox(2'/_"xx07.or
3.8d common(2'//,,""x 0.131'9;or SLEEPING ROOMS 30
TABULATED IN TABLE 5-1 OF THE ENERGY CODE. 3-IOd box(3"x 0.128'9;or
13. ALL MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A 3 staples,I"crown,16 ga.,1'/,"long STAIRS 40 DTYPICAL I 'WIND UPLIFT,
VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF INSULATION. 20 1"x8"and wider sheathing to each hearing Wider than I"x 8" Face nail LATERAL Sti'I�AR CONNECTIONS
14. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR 4-8d box(2'/,"x 0.113'9;or GUARD RAILS/ HANDRAILS 200
CONTINUITY OF INSULATION AT PLATE LINES, BAND JOISTS AND CORNERS. 3-8d common(2'/,"x 0.131'9;or
3-10dbox(3"x0:128'9;or WEIGHTS OF MATERIALS (DEAD- LOADS) SCALE=
ARCHITECTS STATE("IEI� 4 staples,I"crown,16 ga.,1'/,"long 14
1, JASON M. ORMOND, ARCHITECT, STATE THAT TO THE BEST OF MY Floor (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. R801.2.2.2.1)-
KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THAT THE PLANS AND 4-8dbox(2'/,"x0.113');or
SPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH THE N.Y.S. ENERGY 3-8dcommon(2'/."x0.131');or
CONSERVATION CONSTRUCTION CODE. REFER TO RESCHECK COMPLIANCE REPORT 21 Joist to sill,top plate or girder 3-10d box(3"x0.128");or Toe nail AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF (0.72kN/r."R> FOR
FILED AS PART OF THE BUILDING PERMIT APPLICATION, ATTACHED TO THESE 3.3"x0,131"naiN ROOFS/CEILING ASSEMBLIES OR 10 PSF (0.48 kN/ml) FOR FLOOR
CONSTRUCTION DOCUMENTS. ASSEt-ISLIES, EXCEPT AS FURTHER LIMITED 15Y SECTION R3011-2.2. DEA6
8dbox(2'/,"x0.113') 4"o.c.toe nail LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED THE FOLLOWING=
22 Rim joist,band joist or blocking to sill or top 8d common(2'1_" x 0.131');or 0
plate(roof applications also) IOd box(3"x 0.I28');or 6"o.c.toe nail
3"x0.131"nails POUNDS PER
WALL TYPES SQUARE FOOT
3-8d box(2'/,"x 0.113'):or (PSF)
2-8d common(2'/,"x 0.131');or 6 DIAMETER U
THIS PROJECT COMPLIES WITH THE 23 1"x6"subflooror less to each joist 3_]0dbox(3"x0.128');or Face nail RESIDENTIAL STRUCTURES WITH TRUSS15 PSIF
MECHANICAL CODE OF NY STATE, 2staples,]"crown,l6ga.,]%"long I EXTERIOR LIGHT-FRAME WOOD WALLS (0.72 kN/m") TYPE CONSTRUCTION, PRE-ENGINEERED Q
CHAPTERS 12 THROUGH 24, THE
PLUMBNTS
PLUMBING CODE OF NY STATE, ITEM DESCRIPTION OF BUILDING ELEMENUMBER AND TYPE OF FASTENER" SPACING AND LOCATION EXTERIOR LIGHT-FRAME CCONSTRUCTION FOR NEW DWELLING OLD-FORMED 14 PSF WOOD CONSTRUCTION AND/OR LING AND/OR
ER
CHAPTERS 2S THROUGH 32, THE Floor STEEL WALLS (0.67 kN/m' REFLECTIVE
)
ELECTRICAL CODE OF NY STATE, 3-16dbox(3'/r"x 0.135');or WHITE ANY ADDITION, ALTERATION A SIGN OR
CHAPTE=RS 33 THROUGH 42. 24 2"subfloortojoistorgirder 2-]bdcommon(3'/2"x0.1629 Blind and face nail 10 PSF REFLECTIVE Rte SYMBOL DESIGNED IN ACCORDANCE WITH Blovtrer door
NOT LESS THAN 010 PERCENT OF INTERIOR LIGHT-FRAME WOOD WALLS (0.48 kwm') PANTONE 31167
3-16d box(34,"x 0.135'1;or TITLE Il) NYGRR PART 1265 SHALL BE
PERMANENTLY INSTALLED LIGHT 25 2"planks(plank&beam-Floor&restO o_16dcommon(3'/,"x0.162') At each bearing,face trail AFFIXED TO ANY ELECTRIC BOX ATTACHED and ductwork
FIXTURES SHALL CONTAIN ONLY - INTERIOR LIGHT-FRAME COLD-FORMED 5 PSF
HIGH E=FFICIENCY LAMPS 3.16dcommon 0/,"x0.162'9 STEEL WALLS (0.24 kN/m') TO THE EXTERIOR OF THE STRUCTURE FOR testing reqwired
4-3"x 0.13]"nails;or 4-10 box(3"x 0.]28'),or 80 PSF
26 Band or rim joist to joist End nail FIELD INSPECTION.
4-3"x 14 ga.staples,'/,,,"crown 8" THICK MASONRY WALLS (3.83 kN/rrSF HTTP://WWW.DOS.NY.GOV/DCEAMOTICADOPT.HTML#TRUSS
Nail each layer as follows:32"o.c.
20d common(4"x 0.192'9;or 85 PSF
at top and bottom and staggered. 6" THICK MASONRY WALLS (4.07 kN/m') D
IOd box(3"x 0.128');or 24"o.c.face nail at top and bottom
27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides All
exterior Iighting Q
layers And:
PROJECT SHALL COl`1PLY WITH THE FOLLOWING= 2-20d common(4"x 0.I92'1:or Face nail at ends and at each splice
installed,replaced or
3-I0d box(3"x 0.128',:nr CA
repaired shall conform Q
N1101.14 (R401.3) CERTIFICATE (MAND�ATORY), 3-3"x0.]31"nails N
4-16d box(3%1"x 0.135'):or GLAZING I N�-, PROTECTION FROM WIND-BORNE DEBRIS o 0
1103.1 (R403.1) CONTROLS (MANDATORY), 3-16d common(3'/,"x 0.162);or to Chapter 172 Z Z
28 Ledger strip supporting joists or rafters At each joist or miter,face nail THE CONSTRUCTION TYPE '
4-10d boxYx0.1 1"x0.128'1;or NOTE= PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF FASTENERS AS NOTED DESIGNATION SHALL BE 111, STROKE
PPR VED AS NOTED of the Town Code
1103.3.3 (8403.3.3) DUCT TESTING (MANDATORY), 43"x0.131"nails
.� ,_ , „ IN SCHEDULE A130VE II. .III 1, , IV OR V' TO
2-1Odbox(3"x 0.128),or 2-8d common 4, AND A MAXIMUM SPAN OF 8 -O FOR EVERY WINDOW. PANELS INDICATE T. HE CONSTTHE RUCTION
1103.5.1 (8403.5.1) HEATED WATER CIRCULATION AND 29 Bridging or blocking to joist Each en ,toe na
Eh dil DATE:
(2/Z"xo.t31";or2-3"x 0.131'9 nails SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LAE3ELED, WITH CLASSIFICATION OF B.P.# p�
TEMPERATURE MAINTENANCE SYSTEM (MANDATORY), SPACING OF FASTENERS APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE STRUCTURE UNDER SECTION Seal/ Si nature:
602 OF THE R SE DESIGNATION FOR STRUCTURAL C
DESCRIPTION NUMBER AND Intermediate WINDOW PLYWOOD A9 NOTED COMPONENTS THAT ARE of TRUSS FEE: �Q�
1103.6 (8403.6) MECHANICAL VENTILATION (MANDATORY) REM OF BUILDING ELEMENTS TYPE OFFASTENER'•°0 Edges .„ SHALL 15E PROVIDED IN ACCORDANCE WITH THE CHART BELOW. GLASS TYPE CONSTRUCTION BY:
(Inches)" (inches) NOTIFY BUILDING DEPARTMENT AT COMPLY WITH ALL CODES OF r5 "'F. /fes
1104.4 (8404.1) ELECTRICAL POWER AND LIGHTING Wood structural panels,aubtloor,roof end Interior well aheathing to framing and particleboard wall sheathing to}raming 765-1802 , 1 "I
[see Table R602.3(3)for wood structural panel exterior well sheathing to wall framing] nF,fir FLOOR GIRDERS
AN,INCLUDING SAM TO 4 PM FOR THE NEW YO R K STATE & TOWN CODES ` • o �'�'
GIRDERS AND BEAMS '�
SYSTEM 6d common(2"x 0.1 I3')nail(subtloor,wall)' FASTENER SPACING FOLLOWING INSPECTIONS: /
3O '/s"_yZ" ftdcommon(2'/,"x 0.131'1mtil(mof);orRSRS- 6 12' WINDOW VERTICAL t HORIZONTAL "R" ROOF FRAMING AND CONDITIONS OF ;
1. FOUNDATION - TWO REQUIRED S REQUIRED A I
FASTENER TYPE SILL STIFFENER I;
01(2'/d"x 0.113")nail(rooty PANEL SPAN PANEL SPAN FANEL SPAN J }: * I
S 41-0" 4'-6' 6'-e' "FR" FLOOR AND ROOF FRAMING FOR POURED CONCRETE 1 'J t ` 2
9 8d common nail(2/Z"x 0.131");or RSRS-01; r �,� !�
31 /,2'-I" (2'/"x0.113")nail(roof)' 6 12 ,:T'ti�
No. 8 WOOD-SCREW-BASED ANCHOR „ „ 2. ROUGH - FRAMING & PLUMBING
IOd common(3" 0.148'9 nail;or , 3. INSULATION ING BOARD ��'j 03 3 O�
32 ]'/"_]'/," 6 t_ W/ 2-INCH EMBEDMENT LENGTH
16 10 8 .;,�„�„ , r
s 8d(2/ x 0.131"deformed nail � �3` A ^L
Other well sheathing° No. 10 WOOD-SCREW-BASED ANCHOR „ " „ 4. FINAL - CONSTRUCTION '� T
NOTE= WALL. # CLC. FINISHES SHALL I6 10 8 MUST RUSTEES F
1'/" alvanizedroofin nail,'/ "head W/ 2-INCH EMBEDMENT LENGTH PLYWOOD STORM PANEL nF t4;��
HAVE A SMOKE-DEVELOPED INDEX '/,"structural = g g „ „ BE COMPLETE FOP,
OF NOT GREATER THAN 450 AS PER 33 �shcathing diameter,ort/,"long 16 ga.staple with /,,"or 3 6 SHUTTER DETAIL C.O. 1rSrn nr�+
SECTION 302.9.2 OF 2020 I"crown " CONSTRUCTION
Y4 DIAMETER LAG-SCREW-BASED a a „
RESIDENTIAL CODE OF NYS, 34 ,"stmcturalcellulosic ]'/,'galvanized roofing nail,'/„"head diameter, ANCHOR W/ 2-INCH EMBEDMENT LENGTH 16 10 8 REQUIREMENTS SHALL MEET THE Project No. 2026
fibstruct r sheathing or]'/,"long 16 ga.staple with,,"he r I"crown 3 6 ENTS OF THE CODES OF NEW
FLAME SPREAD # SMOKE-DEVELOPED f1."galvanized roofing nail;staple galvanized, YORK STATE. NOT RESPONSIBLE FOR HERMAN
INDEX FOR INSULATION SHALL BE IN 35 /, gypcumshemhing ]y:"long;t'/,"screws,Type WorS 7 7
ACCORDANCE W/ SECTIONS 302.10.1 ,',/4"galvanized rooting nail;staple galvanized, DESIGN OR CONSTRUCTION ERRORS.
THRU 302.10.5 OF 2020 RESIDENTIAL 36 '/,"gypsum sheathing' 7 7
P/x"long,1/x"screws,Type W or S RESIDENCE
CODE OF N`r5 Wood structural panels,combination aubtloor underlayment to framing 4" V.T.R. 4" V.T.R.
37 '/,"and less 6d deformed(2"x 0.120")nail;or 6 12 -11� ROOF RETAIN STORM WATER RUNOFF
8d common(2'/,"x 0.131'9 nail OCCUPANCY O R 675 Westview Drive
38 ,/"_,,, 8dcommon(2'/"x 0.131'9 nail;or 6 12 i I PURSUANT TO CHAPTER 236 Mattituck,NY
S UNLAWFUL Town of Southampton
8ddefommd(2/Z x0.120")nail LNDRY 1 OF THE TOWN CODE, USE I UL ty,
r391'/="-1'/," IOd common(3"x 0.]48")nail;or 6 12 1 M M. BATH 1 KITCHEN Suffolk Conn ,NY
_ WITHOUT CERTIFICATE s.c.T.M #:
8d deformed(2'/,"x 0.120")nail I
n _ _
r- 22 Z--- 2r' L-�-... .2 fir
,r -'�---1---, -�---i ARI=A CALCULATIONS OF OCCUPANCY
Joll 2 I 12„ �2„ 12„ 21r 12" EXISTING GARAGE SPACE CONVERTED TO LIVING 1016 50. FT.
TABLE R301.2(1) SINK - 12" 2" K.5.
CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA W.C. I i EXISTING DECK CONVERTED TO SCREENED PORCH 228 5Q. FT. Architect of Record
TWM SHR. TIIJH DW NEW CARPORT = 35 SQ. FT.
WIND SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD AIR MEAN Jason M. Ormond,
GROUND SEISMIC FLOOD WIND IST. FL.
SNOW SPEED DESIGN FRosTLINE DESIGN UNDER-LAYMENT ZONE EXPOSURE FREEZING ANNUAL Ilh 2" 2" I>h 2" .NEW-POOL •�----.v0 SQ_ PLUMBER CERTIFICATION Architect
LOAD 'J ON LEAD CONTENT BEFORE
(MPH) CATEGORY WEATHERING DEPTH TERMITES DECAY TEMP REQUIRED INDEX TEMP
3"
20 PSF 130 SUFFOLK SEVERE 3'-0" MODERATE SLIGHT TO SUFFOLK YES X B 599 52.1 s" CERTIFICATE OF OCCUPANCY 120 Mill Road
MPH B TO HEAVY MODERATE 11 r__> F.A.I. Westhampton Beach,NY 11978
C.O. SOLDER USED IN WATER T:631-897-3775
a" 1 SUPPLY SYSTEM CANNOT F:631-288-0549 E:jason@jmoarchitect.com
NOTE= THIS SET OF FLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING PLVN�BII��._
STATE ENERGY 2020CONSERVATION NIEN
K STATE CONSTRUCTION UNIFORM GODEE PREVENTION AND £BUILDING CODE AND THE TO EXISTING APPROVED ALL PLUMBING WASTE.. EXCEED 2/10 OF 1% LEAD.SANITARY SYSTEM Date Scale
EM &WATER LINES NEED,
TESTINR BEFORE COVERING 9/14/20 AS NOTED
PL.0 1" B I NG RISER D I AGRAi"(
t Elevation ( Latitude Winter Summer Altitude Indoor design Design Heating temperature Drawing Title
( heating cooling correction factor temperature temperature cooling difference N.T.S. ELECTRICAL NOTES
40' N 12.5 deq 84 deg correction 1 70' 75' (dry bulb 63'wet bulb) 57.5 INSPECTION REQUIRED
Cooling Wind Wind velocity Coincident Daily Winter Summerf.?.1 2 �;�� Drawing No.:
temperature difference velocity heating cooling wet bulb range humidity humidity r'
9 15 7.5 71.5 range m 30% 45-55% Q
(Do)
D
A
02
INLET PRECAST COPING
EXISTING
DECK �`
ABOVE
•"•` �j AUTO SKIMMER
sr WATER LEVEL4.•.
"
wMAIN/DRAIN
rte --
POOL S GT I ON
i I ,. SCALE: 1 411=1'—O"
I I
I i I
I I
I 10 I
L � -------- , -- -------I
UP
I
I
�/ I I •? I
I I
I PROPOSED OPOSED I
—
I I 'eGUNITE
EXI5T'G FL OR JOISTS -- EXISTING I POOL
DEMO EXISTING CHIMNEYJ I ——— SLAB ON I ;
FOUNDATION BELOW I _—— GRADE I
I
GRADE. FILL EXISTING
FLUE W/ CONCRETE
I EXISTING I– �— ------------- --J
BASEMENT
POOL PLAN
1
SCALE: 11411=11-011 0
I O
r L 3 v
1 � C�'
1
i
F–XIST'G FLCpOR JOISTS
EXISTING O
ATTIC Q
UP /
ROOF CONSTRUCTION
30 YEAR ARCHITECTURAL GRADE
ASPHALT ROOF SHINGLES TO
MATCH EXISTING
I5# BUILDING FELT
EXTERIOR PLYWOOD SHEATHING
ROOF CONSTRUCTION 2"xa" R.R. � 16" O.G. 2"xa" R.R. 16" O.C.
j 30 YEAR ARCHITECTURAL GRADE
ASPHALT ROOF SHINGLES TO
j I MATCH EXISTING EXISTING EXISTING HALL EXISTING Z
15# BUILDING FELT BEDROOM CLOS. BEDROOM
1z" EXTERIOR PLYWOOD SHEATHING
CO O
-_-- I 12 EXISTING z
ATTIC
I
BLOCK EXISTING GARAGE
I I NING W/ 8"
X DOOR OPE
11i�171' i1TruT1IZ!�—llZ�!�ZO? TT7? 7J7 �T CONCRETE BLOCK UP TO Seal/ Signature
NEW FLOOR JOISTS I I / Sx1 D �, `®
2"x4" KNEE WALL UPEW
O
FROM GARAGE SLAB, EXISTING r
PROVIDE 36 WIDE SCREENED DINING MASTER
ACCESSPORCH
BEDROOM I
EXISTING (EXISTING DECK) I CLOS. EXISTING
GARAGE SLAB
GARAGE CARPORT `;
EXISTING WALL—/ I I t'd �3AN
TO BE REMOVED 5" REINFORCED
CONCRETE SLAB W/
INSTALL S" LONG #4 BARS I I 6 x (P x W2.0 x W2.0
VERTICALLY 0 12" O.G. – 4" W
EPDXY COATED
EMBEDMENT INTO EXIST'G WWM OVER
FOUNDATION WALL t FOOTING COMPACTED FILL Project No. 2026
SET W/ NON–SHRINK GROUT *. .^ HERMAN N
RESIDENCE
i II 675 Westview Drive
\ - \ BACS TING Fire separa Mattituck,NY
required ar pqr Town of Southampton
Sn
231-011 8`' S G T I O N NYS S Code Suffolk County,NY
S.C.T.M #:
t1v.G SCALE: %4"=1'—O"
UNEXCAVATED
5" REINFORCED Architect of Record
CONCRETE SLAB W/ .
x 6 x W2.0 x W2.0 Jason M. Ormond
EPDXY COATED
OVER Architect
COMPACTED FILL ( 'w�
a S" THK. POURED CONC.
oad
FOUNDATION WALL ON
120 Mill R
5" x 16" WIDE POURED Westhampton Beach,NY 11978
CONC. FOOTING MIN. T.631-897-3775
3'-0" BELOW GRADE F:631-288-0549 E:jason@jmoarcbitect.com
— — — — — — — — — — — — — — — — — —
Date Scale
A 9/14/20 %4"=1'-011
02
2,4t-411 Drawing Title
FOUNDATION
FC)U N I AT I ON PLAN
PLAN/ SECTION
Drawing No.:
In-0
A
' 0
4"x4"
POSTS
(2)- 13/4" x 9Yz" LVL HEADER I--------------------------------1
I
I I
fY iq'-O" fY 8'-8"t
I
1I DECK 4 REPLACE
J � a u > DEMO EXISTING ROOF
1 ROOF I 51DING AS REQUIRED
= z NEW a 1 I
° N SCREENED EXISTINGco
-
T - PORCH x 6 DECK I r-----------------------------I --- --�-1
x (EXISTING DECK) lb x 1 ( I I
II I II
0 I I I I I
1 1 II AA I II
C*4I II 02 I II
o II I it
II i II
FWG120(I1-4 EXISTING I I
p (2)- 13/4" x 14" LVL HEADER ------------------�
I
T�!x
6
LL
EXISTING U
r I I DINING 0
I I I 18'-4"t p EXISTING EXISTING ( I I
I (EXISTING) LL
PINDR. BEDROOM ( I
L I EXISTING AWNING (FORMERLY 2 BEDRO91`115)
- WINDOWS TO BE I
(0 I I I REMOVED
'" L — N= � I I O p
DEMO EXISTING I I
FIREPLACE * CHIMNEY -� EXISTING, J
PROVIDE NEW DIRECT _ z CLOS. F3r EXISTING I I (L(0
VENT GAS BOILER IN WALL N H EXISTING FLUSH HEADER LIVING
II
BASEMENT OVEN_ _ — — — —
N X
�
r� 0 O EXISTING s.D.
i t m ITGN N I DESK - O DN i BATI••I O DN
CNI SINK 1
i � u 1 1
—— ISLAND 0. I
X a DRESSERI
IUB (V I
i \ I S.D. I
DEMO EXISTING -- o I O I 0
BAY WINDOW EXIST'G FLOOR JOIS 5 6'-411* I I O
WINE
RIDGE SOD. I XISTING
I SATN co I •�
STOVE I I
Ln
EXIST'G FLOOR JOISTS
-------------------�
S.D. F,,1 6'-8' 411 5'-O" OTUB ( ISTINGN
z EXISTING EXISTING
BEDROOM
I" �' MASTER ;r
' MASTER Na BEDROOM
�X� 6 BAT4-I n BE ROOMw
W (FORM DINING)
I
03
I q
:AV] LAV I
we I
ly
� — — — I I
'LU
-OI' ry 411 3'-O" II EXIST' GLG. JOISTS I I
CLOS. I A
I � 1 02 I Z
x
6'-0" 4" 5'-O" ' 2'- " N 10
LAUNDRY
——— ZZ , REMOVE EXISTING I I Z
1 '`Q I CLOS. ;r I GARAGE DOOR 4 BLOCK
Q (n 3� OPENING Wi 2x4 FRAME
DN VANITY WALL, FRAME OUT WALL
N ADDITIONAL 6" ( 1
I I
1 Seal / Signature
w w
3: EXI57'G GLG. JOISTS I I {Cf j'O �}
i
EXIST'G GLG. JOISTS411 D
IL EXISTING
�I GARAGE �I I I y
o z z
03334e
I FN
I I
1 Project No. 2026
1 I HERMAN
I
1 _ i RESIDENCE
r— J 675 Westview Drive
I
31_0f1 —1-------------------
1 Mattituck,NY
i Q 1 i Town of Southampton
a i z a 1 I Suffolk County,NY
J w ; 1 I S.C.T.M #:
J2" x 8' R.R. # G.J. 1}I L 2" x 8" R.R. 4 G.J. J I I
lan 016" O.G. ly J
X &� I6" O.C. I I i I
ol=. CARPORT X
Architect of Record
r x Xa I I Jason M. Ormond,
I 0 4x4 POSTS � I I I Architect
FOWN O
FOUNDATION �'1 I i ( 120 Mill Road
Iv WALL
Westhampton Beach,NY 11978
(2)- 131'4" x 9YZ" LVL HDR. (2)- 13/4" x 9&" LVL HDR. I I I
T:631-897-3775
——- F:631-288-0549 E:jason@jmoarchitect.com
- - - - - - - - - - - Date Scale
A 9/14/20 %4"=1'-011
Drawing Title
= FI RST FLOOR PLAN
SECOND FLOOR PLAN FLOOR PLANS
SCALE: I/4"=I'-O"
SCALE: 114"—V-0" Drawing No.:
1Q)Q3
ROOF CONSTRUCTION
30 YEAR ARCHITECTURAL GRADE
ASPHALT ROOF SHINGLES TO
MATCH EXISTING
15# BUILDING FELT
)2"' EXTERIOR PLYWOOD SHEATHING
2"x8" R.R. a 16" O.C.
EXTEND ROOF OUT
FOR NEW CARPORT
----------- -------
7 77
l i j _ I � i IJ-_ 'i � � � �� 'II I7
f
4 ilj
4-W-
CARPORT
4
Ii
II
Ri4 14
REMOVE EXISTING —EXISTING AWNING
GARAGE DOOR 4 BLOCK -r ELEVATION WINDOWS TO BE
OPENING V41 2"x4" FRAME �^sl FE S REMOVED
WALL, FRAME OUT WALL
ADDITIONAL 6" SCALE:
ROOF CONSTRUCTION
30 YEAR ARCHITECTURAL GRADE
ASPHALT ROOF SHINGLES TO
MATCH EXISTING
15# BUILDING FELT
)V EXTERIOR PLYWOOD SHEATHING
DEMO EXISTING ROOF 2"x5" R.R. 0 IV' O.C.
DECK * REPLACE
SIDING AS REQUIRED
0
F7
/ DEMO EXISTING
FIREPLACE * CHIMNEY
PROVIDE NEW DIRECT
—VENT BOILER IN
BASEMENT
-------------- -------
7 7
�I 'II� iMI �II
iI�,Ii ��� 'IIIIIIIIIIIiIIII
—IjI Ii
IIIIII
L—— —l-----.--�i'{=1,'=l'##..�.f—fir�, ."I�f� ,p-- ,��- —�iati,;}E'{''J�-t'.��i
7' --,1— 7
7- ——---———
I
7t
t 1 t
IIII
PROVIDE BLIND
FLASHING 09 WA--
L--L
14
41,1
it
4
it I
t
f U",
I;I it �:�jj :ij j, 11'.
z
0
z
SOUT44 ELEVATION
SCALE: Seal Signature
0 t'
Mt'
T 4 0
r
� -j
0333AN
0
EXTEND ROOF OUT
FOR NEW CARPORT Project No. 2026
RESIDENCE
675 Westview Drive
Mattituck,NY
Town of Southampton
Suffolk County,NY
---------—
S.C.T.M
Architect of Record
r
�41
7 7 7
7
Jason M. Onnond
4
Hjl�j -11 q ir 1q:
120 Mill Road
Westhampton Beach,NY 11978
T:631-897-3775
�T—t CARPORT F:631-288-0549 E:jason@jmoarchitect.com
t
Date Scale
'4 9/14/20 Y4 1 —011
Drawing Title
T11 v
ELEVATIONS
10
j
t-4
\-17-0 EXISTING \—DEMO EXISTING Drawing No.:
FIREPLACE 4 CHIMNEY BAY WINDOW 4
PROVNEW
F=ASTF=AST ELFEV AT ION VENTIDE BOILER INDIRECT ASP
QUIREDSIDING
BASEMENT
INSTALL NEW SIDING Q a
SCALE: 11411=11-011 AS REQUIRED