HomeMy WebLinkAbout46661-Z �o�1g�FFQ1KCpG Town of Southold 8/7/2024-
a rZ P.O.Box 1179
o • .� 53095 Main Rd
y o�: Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45443 Date: 8/7/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 600 Little Peconic Bay Rd., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 111.44-13
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/26/2021 pursuant to which Building Permit No. 46661 dated 8/6/2021
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 to existing single-family dwelling as applied for.
The certificate is issued to Spence,Sheila
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46661 7/12/2024
PLUMBERS CERTIFICATION DATED 6/3/2022 KgSi en)Re Plumbin &Heating
t
600 d Signature
°�SOFFoI,�� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
oy • ,� 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#: 46661 Date: 8/6/2021
Permission is hereby granted to:
Spence, Sheila
21 E 22nd St Apt 12B
New York, NY 100102381
To: constuct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
600 Little Peconic Bay Rd., Cutchogue
SCTM #473889
Sec/Block/Lot# 11 CA4-13
Pursuant to application dated 7/26/2021 and approved by the Building Inspector.
To expire on 2/5/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $520.00
CO-ADDITION TO DWELLING $50.00
Total: $570.00
Bui ing Inspector
OF SO!/l�ol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Southold,NY 11971-0959 ��ly� sean.devlinAtown.southold.ny.us
�UNTN,
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Sheila Spence
Address: 600 Little Peconic Bay Rd city:Cutchogue st: NY zip: 11935
Building Permit#: 46661 Section: 111 Block: 14 Lot: 13
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: G&S Electric License No: 578ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 37 Ceiling Fixtures 7 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 53 CO Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 37 4'LED Exit Fixtures Sump Pump
Other Equipment:
Notes: First Floor Reno
Inspector Signature: Date: July 12, 2024
S.Devlin-Cert Electrical Compliance Form
Town Hall Annex Telephone(631)765-1802.
54375 Main Road " Fax(631)765-9502
P.O.Box 1179 G;,
Southold,NY 11971-0959
BUELDING DEPARTMENT
TOWN OF SOUTHOLD
A P P 2 6 2024
_ y0
T CER.TIFICA.TION
Date: ✓-
Building Permit No. L� l
Owner:
(Please print)
Plumber• • cMax PILIIP26'e
(Pleas print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
(Plu ber i a e)"
Sworn to before me this .�
day of y l�>� 20 a a-
BARBARA H.TANDY
Notary Public,State Of New York
No. 01TA60ee001
Ouallfied In Suffolk County
Comrhiselon Expires 01/13/20
Notary Public, . G1 f'D(k. 'County
aoF sours
# TOWN OF SOUTHOLD BUILDING DEPT.
couffm 765-1802
INSPECTION
[ ] FOUNDATION 1ST-" [ ] ROUGH PLBG.
[ ] FOUNDATION-2ND"- [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION'
[ ] FIRE RESISTANT CONSTRUCTION " [ ] FIRE RESISTANT PENETRATION
)6ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: I'54-
DATE ' Z2 INSPECTOR
rt
OFSO!¢h°�
TOWN OF SOUTHOLD BUILDING DEPT.
co 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATION/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
1 ,
REMAR S: , (�
Z
DATE I INSPECTOR
OF SOUIy°� -
* TOWN OF SOUTHOLD BUILDING DEPT.
"couto,�a� 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ RERAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ .] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTPENETRATION-
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
matlnol
xz cli� la �
DATE = IINSPECTOR�S
WEMSCHICK SILVERMAN ARCHITECTS P.C.
the business of ARCHITECTURE."
January 24, 2022
Southold Town Building Department
Town Hall Annex Building ® �V/nn
54375 Route 25
P.O. Box 1179 Southold, NY 11971 JAN 2 4 91199
Re: BUILDING DEPT.
TOWN OF SOUTHOLD
Spence Residence
600 Little Peconic Road
Cutchogue, NY 11935
SCTM:1000-111-14-13
To whom it may concern, to the best of our knowledge and site inspection data, Nemschick Silverman Architects P.C. has
inspected the above referenced project and finds New Foundations, New Framing, New Plumbing rough-in, New Strapping
and Insulation to comply with Local,State and Federal applicable building codes.
Sincerely,
NEMSCHICK SILVERMAN ARCHITECTS P.C.
Ray" `v /
Raymond Nemschick,AIA
Principal
J �
66 EAST MAIN STREET• PATCHOGUE, NEW YORK 11772 • 631 563 2130 telephone • 631 563 2139 facsimile • www.ns-arch.com
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FIELD:INSPECTION REPORT DATE
;w .;a•:..:.' -fro
FOUNDATION (1ST) y
FOUNDATION(2ND)
qv
70
ROUGH FRAMING:& 'y 1
PLUIVIBIN.O:
INSULATION.PER N.Y. H
STATESNVRGY CODE
C t, LAW,FTNAL'r ;.:
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ADI?xTIONA
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,vq�o$UFFOII��G� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. 0 10 Building Inspector: J U L 2 6 2021
'Applications_and,forms must be filled out in their entirety.Incomplete BUILDIi\lG DEPT.
applications will not be'accepted. Where the Applicant`is not the owner;an TOINkIN OF SOUTIl<OL D
Owner's Authorization form(Page`2).shall be completed:
Date:07/12/2021
OWNER(S)'"OF PROPERTY:
Name:Sheila Spence &John Wotowicz scTM#1000-111-14-13
Project Address:600 Little Peconic Bay Road,. Cutchogue, NY 11935
Phone#: Email:sspence2008@gmail.com
Mailing Address:600 Little Peconic.Bay Road, Catchogue, NY 1„1935,- ...._..
toNTACT`PERS6N:
Name:�Ray_Nemschick
Mailing Address:66 East Main Street, Patchogue,NY 11772
Phone#:631_-921-5701 : •, ' Emaji r.n�emschick nsarchitects.com
DESIGN PROFESSIONAL INFORMATION:
Name:Ray Nemschick
Mailing Address:66 East Main Street,_Patchogue, NY-11772_ _. -... _.
Phone#:631-563-2130 ext.12 Email:r.nemschick nsarchitects.com
CONTRACTOR INFORMATION: ;.
Name:Fred Seifert
Mailing Address:11780 Old Sound Ave, P.O. Box 1407,Mattituck,_NY 11952
Phone#:631-298-1036 Email:fred seifertconstruction.com
DESCRIPTION OF PROPOSED'.CONSTRUCTION".,:;;
❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $700,000-------------------
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No
1
c? s;.
PROPERTY INFORMATION";
;:
Existing use of property:Sin le Family Intended use of property:Sin le Family
Zone,or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes BNo IF YES,PROVIDE A COPY.
8 Check Box After Reading''+The'owner/contractor/design professional is refponsitile for all drainage and storm water issues ai.provided by
Chaptela 236 of the Town Codt !e. ABP.LICATION I{S HEREBY MADE to the Building Departmerit 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,
additi6ns;alt64ilons or for removal or demolition'as!herein described;,The.applicant agrees to coniply.with all applicable laws,-.ordinances,building code,:
housing code and regulation's d6Cf to admit authorized inspectors,on premises and:in•building(s)for.necessary inspections.False-staternents made herein are
punishable;as:a Class.A misdemeanocpursuant,to Sect ion'230.45'' the'New,York State Penal Law.
Application Submitted By(print name):Ray Nemschlck BAuthorized Agent ❑Owner
Signature of Applicant: Date: `7
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Ray Nemschick being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Agent
(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.
LAWRENCE E.SILVERMAN
Sworn before me this Notary Public,State of New York
Reg.No.01S14977025
Qualified in Suffolk County
—OAaof Co cools to Expires January 22,20
Y
No u lc
2
' n
13uildin 1Departmenl Application
(Whem the?applicant is not the Owner)
€, r 0- I,Di - ►�" rcrsidita�, at 600 Little Peconic Flay Road
(Print property owner's nutrit.) (Mailing:address)
Cutchogue, NY' 11935 do hereby authmize Ray Nems6hick
(Agent)
__... ._ : to apply can My behalf to the
StjutFi6ld 13it.ilding Deparimebt.
A
{.C}W!i >"`'s si jj t � s ate)
(Print 0,Amef s Name)`
' __-_- - Wit' ._~• _ _ __- - _• _. _ _ -,{. -___ __ - _• -- _ - �- _-
- --New=York-State Department of Environmental Cbnservatiion
D'ivisiori of Fnvironmental Permits
Rm1A-Builairig_40-SUNY-. _-- _ i
,Stony'Mook New York -
_Telephone (031)444=0365_
Facsimile (631)444`U360:_ -
- Erin.Crotty
Commissioner_ _
`- = - LETTER OF_NON-JURISDICTION _
- October-4;.M04
_ 41W.Thomas Cavanagh.,.
219 West 81"St.Apt 10H -
- New_York,NY 10024
- _ - Re• Cavanagli property
= 6Oftittle Peconic Bay_Road;_Ciifclibgue;;NY
= SCTM# 1-000-111-14-13 • = _ - -
- DE �4738-03325/00004°4.
'-
_= Dear 1VIr:Cavanagh;
Based on'the information you have submitted,the New York State Department of_Environmental Conservation
has determined that:
-_ The property landward of the bulkhead greater than.100'in length;constructed prior to 8/20/77 as shown on
AerogrWphics exposure#U70-1975 dated 4/6/76,is beyond the jurisdiction of Article 25'(Tida1 Wetlands).
Therefore,in accordance with the current-Tidal Wetlands Land Use Regulations(6NYCRR Mil t 661)no permit
is required under the Tidal Wetlands Act-. Please be advised,however,,that no construction,sedimentation,or
disturbance of any kind may take.place seaward of the tidal wetlands jurisdictional boundary,as indicated
above,without a permit.. It is your responsibility to ensure that all necessary precautions.are taken to prevent
any sedimentation or alteration or disturbance to the ground surface or vegetation within Tidal Wetlands-
jurisdiction which may result from your project. Such precautions may include maintaining adequate work
area between the tidal wetland jurisdictional boundary and your project(i.e.Cadtion area)
or erecting a temporary fence,barrier,or hay bale berm. _ tPlease be further advised that this letter does not relieve you of the respo i ssary
permits or approvals from other-agencies.
eiy tro W
Permit Administrator
SUFED1�lt , BUILDING DEPARTMENT=Electrical Inspector
. yam► TOWN OF SOUTHOLD
co
Town Hall Annex- 54375 Main Road - PO Box 1179 .
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
r_ogernV-)southoldtownnv aov- sea nd0southoldtownnv aov
APPLICATION FOR ELECTRICAL INSPECTION
[Electrician's
LECTRICIAN INFORMATION (All Information Required) Date: p� pa,/
Company Name: �- Et S L~� C
Name:
License No.: .5 7& . / Elec. email: � , Cam
Elec. Phone No:.Sj� &L 16 'Xl.request an.email co of certificate of Com liance .
copy p
Elec. Address.: �0 4ax d c; _ Sou. , �.�
: JOB-SITE INFORMATION .(All Information Required)
Name:
Address: Aft e_
. .
Cross Street:. ._ O S r--o n1
Phone No.:
Bldg.Permif email:
Tax 0" isttict: 1000
Section: Block: I If Lot:
rRI.1FDESCRIPTION017 WORK; INCLUDE-SQUARE FOOTAGE (Please PrMtLCfead"):
VA J-�wrJ
Square,Fobtage: �.j�oo �°
Cirele All Th'atApply:
Is job ready for inspection?: / 1 YES/ NO Rough.ln Final "
Do you need a Temp-Certificate?-
YES O
Issued On
Temp: i iformation: (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' nformation:
PAYMENT DUE:WITH.APPLIGATION `, 1 �, L:. ,j V.
L/g/�
�\� s(9 / DEC - 8 2021
\ P '
CGenerated by REScheck-Web Software
NJ/ Compliance Certificate
Project Spence Residence
Energy Code: 2018 IECC
Location: Cutchogue, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
600 Little Peconic Bay Road Ray Nemschick undefined
Cutchogue, NY 11935 Nemschick Silverman Architects
66 East Main Street,
Patchogue, NY 11772
631-563-2130 ext.12
r.nemschick@nsarchitects.com
trade-offCompliance: Passes usingl UA
Compliance: 2.6%Better Than Code Maximum UA: 156 Your UA: 252 Maximum SHGC: 0.40 Your SHGC: 0.28
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Prop.Gross Area Cavity Cont. Prop. Req.
Perimeter
Ceiling 1:Cathedral Ceiling 944 38.0 0.0 0.027 0.026 25 25
Wall 1:Wood Frame, 16" o.c. 1,012 21.0 0.0 0.057 0.060 46 48
Door 2: Glass Door(over 50%glazing)SHGC: 0.28 42 0.310 0.320 13 13
Window 2: Metal Frame SHGC: 0.28 }: _ 168 0.310 0.320 52 54
Floor 1:All-Wood joist/Truss:Over Outside Air 338 19.0 0.0 0.047 0.047 16 16
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title: Spence Residence Report date: 08/06/21
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 Complies? Comments/Assumptions
&Re .ID Value Value
103.1, ;Construction drawings and ❑Complies ;
103.2 !documentation demonstrate ❑Does Not
[PR1]1 ;energy code compliance for the
0 ;building envelope.Thermal ❑Not Observable ;
envelope represented on ❑Not Applicable
construction documents.
103.1, ;Construction drawings and ❑Complies
103.2, �documentation demonstrate ❑Does Not
403.7 :energy code compliance for
[PR3]1 ;lighting and mechanical systems. []Not Observable ;
U :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 �DDoes Not
[PR2]2 on loads calculated per ACCA Cooling: Cooling:
g) ;Manual J or other methods Btu/hr Btu/hr ❑Not Observable
5 approved by the code official. I ❑Not Applicable
;
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3-1 Low Impact(Tier 3)
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 2 of 9
Section
# Foundation Inspection Complies? Comments/Assumptions
& Re .ID
303.2.1 {A protective covering is installed to ;❑Complies
[FO11]2 I protect exposed exterior insulation :❑Does Not
BJ ,and extends a minimum of 6 in. below
sgrade. '❑Not Observable;
❑Not Applicable
403.9 y Snow-and ice-melting system controls;❑Complies
[17O12]2 }installed. ;❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 3 of 9
.Section Plans Verified Field Verified
# Framing/Rough-In Inspection Complies? Comments/Assumptions
&Req.ID Value, Value
402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies
402.3.1, ;average). ElDoes Not I table for values.
402.3.3, ;❑Not Observable
[FR2]
402.51 ; t]Not Applicable
licable
� � �
I I I I
I 1 I I
303.1.3 ;U-factors of fenestration products ❑Complies
[FR4]1 :are determined in accordance ❑Does Not
J ;with the NFRC test procedure or
;taken from the default table. ❑Not Observable
I []Not Applicable
402.4.1.1 ;Air barrier and thermal barrier 10complies
[FR23]1 :installed per manufacturer's (❑Does Not
U instructions. ft
❑Not Observable ;
1❑Not Applicable
402.4.3 ;Fenestration that is not site built ❑Complies
[FR20]1 ,is listed and labeled as meeting ❑Does Not
v �AAMA/WDMA/CSA 101/I.S.2/A440 `
or has infiltration rates per NFRC [-]Not Observable
1400 that do not exceed code ; ]EINot Applicable
I I
limits.
402.4.5 #IC-rated recessed lighting f!xturesj ❑Complies
[FR16]2 ;sealed at housing/interior finish ❑Does Not
;and labeled to indicate<_2.0 cfm
;leakage at 75 Pa. ❑Not Observable
❑Not Applicable
403.3.1 ;Supply and return ducts in attics [ Complies
[FR12]1 insulated >= R-8 where duct is ❑Does Not
v >=3 inches in diameter and >_
11-6 where< 3 inches. Supply and ❑Not Observable
I return ducts in other portions of ❑Not Applicable ;
:the building insulated >= R-6 for
;diameter>=3 inches and R-4.2 ;
:for<3 inches in diameter.
403.3.2 ;,Ducts,air handlers and filter } ❑Complies
[FR13]1 boxes are sealed with IE]Does Not
v ;joints/seams compliant with
;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 jducts or plenums. ❑Does Not
IBJ 1 ❑Not Observable
( ❑Not Applicable
I
403.4 `HVAC piping conveying fluids ; R- ; R- ;❑Complies
[FR17]z above 105°F or chilled fluids ❑Does Not
J below 55°F are insulated to aR- :
,3.
;❑Not Observable
❑Not Applicable
403.4.1 !Protection of insulation on HVAC ❑Complies
[FR24]1 piping. ❑Does Not
J 1 ❑Not Observable
❑Not Applicable
403.5.3 ;Hot water pipes are insulated to R- ; R- ;❑Complies
[FR18]2 ;>_R-3. :❑Does Not
u UNot Observable
i :[]Not Applicable
403.E ;Automatic or gravity dampers are f!❑Complies
[FR19]2 i installed on all outdoor air ❑Does Not
;intakes and exhausts. ,
[]Not Observable
I❑Not Applicable
111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3" Low Impact(Tier 3)
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 4 of 9
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 5 of 9
Section Plans Verified Field Verified—
# Insulation Inspection Value Value Complies?, Comments/Assumptions
&Re .ID
303.1 " All installed insulation is labeled # , ❑Complies
[IN13]2 or the installed R-values t ❑Does Not
t provided.
i IE]Not Observable ;
i �❑Not Applicable
402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies
402.2.E Wood ;❑ Wood Z Does Not table for values.
[IN1]1 ❑ Steel ❑ Steel
v I I ❑Not Observable ;
;❑Not Applicable
I
I
303.2, ;Floor insulation installed per E❑Complies
402.2.8 manufacturer's instructions and I ❑Does Not
[IN2]1 in substantial contact with the
underside of the subfloor,or floor ❑Not Observable ;
framing cavity insulation is in ❑Not Applicable
contact with the top side of
;sheathing,or continuous
insulation is installed on the 1 ;
underside of floor framing and
;extends from the bottom to the
Up of all perimeter floor framing ;
:members.
402.1.1, ;Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies
402.2.5, �mass wall with at least 1/z of the : Wood ;❑ Wood ;❑Does Not ;table for values.
402.2.6 ;wall insulation on the wall
[IN3]1 ;exterior,the exterior insulation Mass ❑ Mass ❑Not Observable
CCU !requirement applies (FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ;
I 1 ! I I
1 I
1 I 1 1 I
I I 1 I I
303.2 ;Wall insulation is installed per ❑Complies ;
[IN4]1 !manufacturer's instructions. tt ❑Does Not
❑Not Observable
IONot Applicable
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3'1 Low Impact(Tier 3)
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 6 of 9
i
Section - plans Verified Field Verified
*- - Final Inspection Provisions':, Complies? Comments/Assumptions-
&.Req.ID Value Value '
402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies
402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values.
402.2.2, Steel ❑ Steel
402.2.E ; ❑Not Observable
[FI1]1 ;❑Not Applicable
I I I I
I I I I
I I 1
303.1.1.1, ;Ceiling insulation installed per ❑Complies
303.2 manufacturer's instructions. ❑Does Not
[FI2]1 ;Blown insulation marked every
300 ft2. ❑Not Observable ;
❑Not Applicable
402.2.3 ;Vented attics with air permeable ❑Complies ;
[FI22]2 insulation include baffle adjacent ' []Does Not
;to soffit and eave vents that ;
extends over insulation. ❑Not Observable ;
❑Not Applicable
402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ;
[FI3]1 I insulation>_R-value of the I ;❑Does Not
;adjacent assembly.
❑Not Observable ;
❑Not Applicable
402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50 = ;❑Complies
[FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not
<=3 ach in Climate Zones 3-8. ; ❑Not Observable
❑Not Applicable
403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ;
[FI27]1 :determine air leakage with ft2 ft2 ;❑Does Not
either: Rough-in test:Total
;leakage measured with a :❑Not Observable
:pressure differential of 0.1 inch ;❑Not Applicable
w.g. across the system including
;the manufacturer's air handler
enclosure if installed at time of
I
;test. Postconstruction test:Total
;leakage measured with a ;
I I
' I I
pressure differential of 0.1 inch ;
I
w.g.across the entire system
;including the manufacturer's air
!handler enclosure.
403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies
[F14]1 ;cfm/100 ft2 across the system or ft2 ft2 :❑Does Not
<=3 cfm/100 ft2 without air !
;handler @ 25 Pa. For rough-in j 1❑Not Observable ;
;tests,verification may need to ; ; I❑Not Applicable ,
I I I
;occur during Framing Inspection. ; I
403.3.2.1 ;Air handler leakage designated J❑Complies ;
[FI24]1 :by manufacturer at<=2%of !!❑Does Not
;design air flow. ? 1 ;
❑Not Observable ;
I ❑Not Applicable
403.1.1 Programmable thermostats
❑Complies
[F19]2 i installed for control of primary IE]Does Not
;heating and cooling systems and
initially set by manufacturer to ❑Not Observable ;
code specifications. IONot Applicable
403.1.2 ;Heat pump thermostat installed [ Complies ;
[FI10]2 #on heat pumps. = ❑Does Not
I
5
❑Not Observable ;
❑Not Applicable j
403.5.1 yCirculating service hot water ❑Complies ;
[FI11]2 systems have automatic or ,_- []Does Not
;accessible manual controls.
I #❑Not Observable ;
'iQNot Applicable
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 73 Low Impact(Tier 3)
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 7 of 9
Section Plans Verified• ' Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
&Re .ID
403.6.1 ;All mechanical ventilation system ❑Complies
[FI25]z :fans not part of tested and listed ❑Does Not
HVAC equipment meet efficacy
;and air flow limits per Table []Not Observable
11403.6.1. ❑Not Applicable
403.2 'Hot water boilers supplying heat • ❑Complies
[FI26]2 ythrough one-or two-pipe heating ❑Does Not
;systems have outdoor setback
control to lower boiler water ❑Not Observable
itemperature based on outdoor ❑Not Applicable
;temperature.
403.5.1.1 ;Heated water circulation systems ' ❑Complies
[FI28]2 ),have a circulation pump.The ❑Does Not
system return pipe is a dedicated
return pipe or a cold water supply [-]Not Observable
pipe.Gravity and thermos- ❑Not Applicable
syphon circulation systems are i
not present. Controls for
i circulating hot water system
;pumps start the pump with signal
ifor hot water demand within the ;
Ioccupancy.Controls ;
jautomatically turn off the pump
when water is in circulation loop
1 is at set-point temperature and '
i no demand for hot water exists.
403.5.1.2 Electric heat trace systems ❑Complies ;
[FI29]2 s`comply with IEEE 515.1 or UL ❑Does Not
515. Controls automatically
$adjust the energy input to the []Not Observable
3 heat tracing to maintain the ❑Not Applicable
;desired water temperature in the
;piping.
403.5.2 Demand recirculation water '' ❑Complies
[FI30]2 ysystems have controls that ❑Does Not
manage operation of the pump { ?
-]Not Observable
and limit the temperature of the
water entering the cold water ❑Not Applicable
piping to <= 1049F.
403.5.4 #Drain water heat recovery units ❑Complies ;
[FI31]? tested in accordance with CSA ]EIDoes Not
655.1. 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
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. ❑Does Not
❑Not Observable
❑Not Applicable
404.1.1 J Fuel gas lighting systems have ( JE]Complies
[FI23]3 no continuous pilot light. ❑Does Not
�e
' ❑Not Observable
❑Not Applicable
401.3 ;Compliance certificate posted. ❑Complies
[FI7]z ti ❑Does Not
] ❑Not Observable
} ❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3'. Low Impact(Tier 3)
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 8 of 9
Section Plans Verified Field Verified
#• Final Inspection Provisions Complies? Comments/Assumptions
&Re :ID Value Value
303.3 Manufacturer manuals for ❑Complies
[FI18]3 mechanical and water heating _ ❑Does Not
systems have been provided.
❑Not Observable ;
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1.3. 1 Low Impact(Tier 3)
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 9 of 9
o
2018 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 21.00
Below-Grade Wall 0.00
Floor 19.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Glass & Door Rating U-Factor SHGC
Window 0.31 0.28
Door 0.31 0.28
CoolingHeating &
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
4qb
AP R VED AS NOTED
ELECTRICAL
DATE..= B.P.# 4�le(e INSPECTION REQUIRED
FEE:_s.
NOTIFY,BUILDING T M_ER�AT
766-11602' 8AM -'r(' PM FOR THE
FOLLOWING INSPECT;C/'NS:
1.,FOUNDATION - TWO REQUIRED
FOR POURED C',NICRETE PLUMBER CERTIFIC/
2- ROUGH- FRAMING & PLUMBING ON LEAD CONTENT tr"
3. INSULATION CERTIFICATE- !
OF OC C,
4. FINAL - CONS-': MUST
BE COMPLETE: SOLDER USED IN Vv"'
ALL CONSTRUCT;... iALL MEET THE SUPPLY SYSTEM CA AP,
REQUIREMENTS OF THE CODES OF NEVI 7FRb2/10OF 10*
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODE'Z
AS REQUIRED AND CONDITIONS OF M h
Lf PLUMBING WASTF
TER.LINES NEEH"
COVERINC:
S0UTk96D%N4RUSTEES
Must provide Manuals
OCCUPANCY OR D,J and S as per
USE IS,'.UNLA,WFUL NYS Energy Code
WITHOUT CERTIFICATE
OF OCCUPANCY
Blower door
and ductwork
testing required.
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE. All exterior lighting
Installed,replaced or
repaired shall conform
to Chapter 172
of the Town Code
i
a
GENERAL NOTE5 CONCRETE FIN15H NOTE5
I. ALL WORK 15 TO CONFORM TO THE RULE5 AND R557MAT/ON5 OF THE I. ALL CONCRETE WORK 5HALL CONFORM WITH THE REQU/REMENT5 OF THE 4. BEAM CONNECTIONS 5HALL BE DE5/GNED TO WITHSTAND ONE-HALF THE 1. PAINTING OR INTERIOR FIN15HING 5HALL NOT BE DONE UNDER CONDITIONS
LOCAL BUILD/NG DEPARTMENT AND THE N.Y.5. RE51DENTIAL CON57RZTION AMERICAN CONCRETE IN5T/TUTS A.G.I. 3/6 LATEST EDITION. MAXIMUM ALLOWABLE UN/FORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF 5GGH WORK.
CODE NO NOTE OR DETAIL OR LACK THEREOF 5HALL BE CON51DERED 2. CONCRETE CONTRACTOR TO 5ET AND PLACE FORMS W/TH 5TRI6T 5PAN CON9ITION5 5HOWN OR THE LOAD INDICATED ON DR4W/NG5, WORKMAN5HIP,WHICH 15,)DGED LE55 THAN FIR5T QUALITY BY THE
A5 RELIEVING THE CONTRACTOR FROM EXECUTION of ALL WORK IN ATTENTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVATIONS WHICHEVER 15 GREATER. ARGHl7FGT,WILL ,BE REJECTED.
ACCORDANCE W/TH ALL STATE AND/OR LOCAL CODES 3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATE5T S { DING SHALL BE 1N ACCORDANCE WITH AWS 5PEGIFICATION5 USING
2. . SUBMIT GOLG'RS TO THE ARCH/TEGT, FOR APPROVAL.ALL ELEGTR/GAL WORK TO BE FIRE UNDERWRITER5 IN5PEGTED AND A.C.I.Acl 5F551FIGATION. E70 XX ELEGTRODEs.
APPROVED. 5UBM/T CERTIFICATE TO OWNER UPON RECEIPT. 4 ALL TEMPERATURE REINFORCING 5HALL BE 5UFF1CIEN7LY EMBEDDED To 3. PREPARE 51IRFAGE5 TO RECEIVE THE 5PECIFIED F1N15H. TAPE AND SAND
(3
I 3. ELECTRICAL CONTRACTOR To VERIFY ELEGTR/GAL 5ERV/GE AND PARCEL DEVELOP FULL 5TRENGTN IN ALL CONCRETE WALL5 AND 5LAB5. 6. ALL BOL T5 5HALL BE A5TM A 325N AND SHALL BE IN5TALLED TO A 5M6 5MOOTH GYPSUM BOARD TO RECEIVE 714E 5PEGIFIED FIN15H. PAINT GRADE
FOR ADEQUACY IN PROVIDING NEW ELECTRICAL INSTALLATIONS A5 5 PROVIDE ADEQUATE TIE5 FOR ALL 5MEL REINFORCED IN 5LAB5,BEAM5, CONDITION A5 DEFINED IN A15C 5PECIFICATION5. WOODWORK 5HALL BE HAND SANDED BETWEEN GOAT5 AND DU5TED GLEAN.
5HOWN ON THE PLANS. UPGRADE, 5ERV16E, METER AND PANEL A5 MAY P/ER5,AND WALL5, REINFORCED TO BE HELD AT CORRECT D15TANCE FROM 7. ALL PEL.DER5 5HALL BE CURRENTLY CERTIFIED. THE FOLLOW/NG AL HO�� PITCH POGKET5 OR 5PPPY PORTION5 SHALL BE 5GRAPE9 AND
BE REQUIRED. FORM5 AND EARTH BY 57EEL CHAIRS OR TIE5. 5HELLAGKED,
CERTIFICATIONS ARE ACCEEPTABLE.• NEW YoRK 5TA7E NEW YORK GIIY
4. ALL PLUMBING WORK TO BE IN 57RICT AGCORDANGEWITH N.Y.5. CODE 6. FOLLOW C.R.SI. RULES FOR PLACING ALL REINFORCING 5TE-EL AND DEPT. OF BUILD/N55, OR TE5T1N.0 LABORATORY GERTIFlGAT1oN TO THE A1N5 4 FILL CRACKS, HOLE5, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS, OR
AND ALL APPLICABLE LOCAL REGULATIONS AGGESSOR/E5. GODS GYP56M BOARD NITH PATCHING PL.A57ER AND 5MOOTH OFF TO MATCH
TOW/1 oryoUTHOLP 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, 1E CON77RACTOR5 7. CONTRACTOR 5HALL 569M/T CONCRETE MIX REPORT W/TH PAINTING ADJOINING 5URFACE5 OR LAMINATE W/7N l LAYER OF 1/2"GYPWM BOARD
LIABILITY, WORKMAN5 COMPEN5ATION, COMPLETED OPERATION5,ETC. COMPRE55/ON TE5T RE5ULT5 TO ENGINEER FOR REV/EW PRIOR TO TO ACHIEVE REQUIRED 5M007NNE55,A5 PER ARGHITEGT5 IN5PEGT10N.
ADEQUATE FOR THE PURP05E5 OF TH15 PROJECT AND FURN15H PROOF OF 5TARTIN57 FOUNDATION CON57RZT/ON. I. ALL 5TEEL AFTER FABRICATION 5HALL BE THOROUGHLY GLEANED OF R115T, �/Nq BOARD SURFACES WITH A DAMP CLOTH.UST PRIOR TO
SAME TO THE OWNER PRIOR TO COMMENCING WITH WORK. 6. REPRE5ENTATIVE TF5T CYLINDERS 5HALL BE TAKEN FROM THE CONCRETE DIRT,L005E MILL 5CALE,AND OTHER FOREIGN MATTER. AFTER GLEANING $ `y/pE�y GY5U
, APPLICATION 'THE PRIMER, IN ORDER TO LAY FLAT ANY NAP WHICH MAY
6. EACH 5UBGONTRAGTOR 5HALL 5UBM/T A COPY OF H15 INSURANCE PLACED EACH DAY IN ACCORDANCE W/TH CONCRETE 5FE61FICATION5. 5TEEL. 5URFACE5 SHALL BE 5HOP-PRIMED Wl7T I ONE GOAT OF METAL HAVE FORMED 1N,5ANDING PROGE55.
A53REVIATION5
COVERAGE(WORKMAN5 COMPEN5AT/ON, LIABILIT)",DISABILITY) TO TE5TIN5,5HALL BE PERFORMED AT 7 AND 26 DAYS PRIMED AND ONE COAT COLOR TO BE SELECTED BY OWNER. PAINT COAT5
714E OWNER PRIOR TO COMMENCING WORK. EACH.SUECONTRAGTOR 5HALL q ALL MESH 5HALL BE 5PLICED 50 THAT THE OVERLAP BEMEEN oUTERM05T 5HALL BE FULL WETTING,APPLIED THOROUGHLY AND EVENLY To THE 6. UPON COMPLETION OF PAINTING WORK, REMOVE ALL PAINT FROM HfERE 1T
A. AREA QTY. QUANTITY
SUBMIT LIEN RELEA5E5 PR/OR TO REQUE5TIN&FINAL PAYMENT. CRO55 W/RE5 OF EACH 5HEET I5 NOT LE55 THAN THE 5PAGING OF THE � Y FAGE5,AND FREE FROM 5PRA DUST, RUN5 OR 5AG5 H45 5PILLED, 5PLA5HED, OR 5PLA7TERED ON EXP05E9 ADJACENT
SYMBOL DESGRIPT/ON SYMBOL DESGRIPT/ON A.B. ANCHOR BOLT RAD, RAD105 5URFACE5.
7. CONTRACTOR 5HALL AT ALL T/ME5 PROCEED W/THWORK A5 TO MINIMIZE CRO55 W/RE5 PLV5 THO INCHES, WE55 OTHER 115E 5HOWN ON 714E
A.G.I. AMERIGAN R.D. ROOF DRAIN 2. PRIMER SHALL BE RUST-0-LEUM 1069 RUST-lNH/BITING PRIMER OR
CONCRETE DRAWING.
INSTITUTE RECPT. RECEPTACLE THE OWNERS INGONVEN/ENGE, AND SHALL DO 50/N A WORKMAN-LIKE APPROVED EQUIVALENT SECOND GOAT SHALL BE RUST-O-LEUM 1060, OR 7 EXAMINE FINISH Sf,IRFAGES AFTER COMPLETION OF WORK INCLUDING
A DA. AMT 1T V 7E S W/714 RE/NF REINFORCING MANNER. APPROVED EQUIVALENT. MILLWORK INSTAL'L.ATION AND PROCEED Wl7N "TO&ChW"A5 REQUIRED
D/5AB/LIT/E5 ACT DN. DOWN 8. ALL SALVAGEABL E MATERIALS AND EQUIPMENT INCLUDING FIXTURES, 10. ALL FOUNDATION5 SHALL BE GA5T ON UN9/571,RBE9 OR CONTROLLED
5E6 TION TAG- 5EE ELEVATION TAG- ADH. APHE51VE DR. DOOR RIRN/5H/NG5 AND DECOR ITFM5 5HALL BE 5TORE9 AND PROTECTED FROM � AG7ED SOIL HAVING A M/N/MUM BEARING CAPACITY OF 7W0(2) TONS 3 AFTER ERECTION, TOUGH UP ALL FIELD GONNE6TION5 AND ABRADED 6. PROVIDE ARCHITECT Wl774 A MINIMUM OF 0)6"X loll BRU5H-0UT5 OF EACH
x DWG. A5 NOTED A.FF ABOVE DTL. DETAIL DAMAGE UNTIL THE OWNER DETFRM/NE5 THE COURSE OF ACTION TO BE PER 5QUARE FOOT UNL.E55 OTHER 115E NOTED(SUBJECT TO FIELD 5URFACE5 W/TH 5AME TYPE OF MATERIAL U5Eb FOR 5HOP COATING. COLOR AND FIN15H FOR ARGHI7EGT5 APPROVAL,AT LEAST 2 PEEK5 PRIOR
O 5EE DWG
x-X . A5 NOTED F/NI5HED FLOOR DW DRAWING TAKEN WITH SAME. INSPECTION AND VERIFICATION BY CONTRACTOR). TO 517E APPLICATION. ON-517E APPLIGATION5 5HALL BE REQUIRED ONE
ALT. ALTERNATE pm-5. DOWEL5 WOOD WEEK PRIOR TO FINAL APPROVAL. ARCHITECT RE5ERVE5 THE RIGHT To
ALIALUM ALUMINUM EA. EACH q PROTECT AND MAINTAIN EX/5TING UTILITY L1NE5 WHICH ARE TO //, MAX/MUM 57FP OF FOOT/NC-5 5HALL BE ONE VERTICALLY TO 7W0 AD.Al5T ANY COLOR/FIN15H ONCE THE WALL 7E5T HA5 BEEN MADE.
ANOD. ANODIZED ELF.5. EXTERIOR REMAIN IN 5ERV/GE IN 5UGH A MANNER A5 TO AVOID INTERRUPTION OF HORIZONTALLYWHERE ELEVAT/ON5 CHANGE. 1. ALL LUMBER 5HALL BE DOGl5LA5 FIR LARCH No. 2, FB = 675 P5/, FV= 95
INSULATION THESE LINE5. UNLE55 OMER0/5E NOTED,ALL EX/5TING UTILITIE5 SHALL BE P5I,E= 1,600,000 P51, MAXIMM M0I5TURE CONTENT<l9% q FINISH UNDERSIDE OF SOFFITS(WHERE THEY OCCUR) TO M.4TGH ADJ.4GENT
A.N.5.1. AMERICAN FIN15H 5Y5TEM
FIN15H TAG- 5EE FIN15H NATIONAL ELEG✓ ELECTRIC/--AL ALTERED, GAPPED, OR REL06A7ED IN A MANNER APPOOVED BY THE 12. ALL RETAINING WALL5 SHALL BE ADEQUATELY BRACED DURING VERTICAL FINISH, UO.N.
X TAG- 5EE DN6. x—x LEGEND $ CEIL IN5 FIN. 57ANDARD5 ELE6T GOVERNMENTAL AUTHORIT/E5 AND UTILI7Y COMPANIES HAVING JJR15DICTION CON5TRGT/ON TO MAINTAIN SAFETY AND 5TABILl7Y. BAGKFILLING 5HALL 2. ALL STUD LUMBER SHALL BE DOLIGL.A5 FIR LARCH 5TUD GRADE, FB = 675
X-X A5 NOTED INSTITUTE ELEV✓EL. ELEVATION 50 A5 TO GUARANTEE A COMPLETE INSTALLATION. NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED 90� OF THE SPECIFIED P5/, FV= 95 P51,E= 1,400,000 P51, MAXIMUM M91571ARE CONTENT<I9% 10 INSTALL ELECTRICAL 5W1TGH AND OUTLET COVER PL A7E5, 5URFACE
LEGEND APPROX. APPROXIMATE ENO. ENGINEERED DES/GN 57REN57M, HARDWARE,ETC.,AFTER PAINTING AND/OR APPLICATION OFWAL.L
ARCH. A�7ECTI EQ EQUAL H. CONTRACTOR SHALL PRO,7FCT, PATCH AND REPAIR ALL EX15TING WORK 3. ALL WOOD GON57RUGTlON SHALL GOMPLYW/1N THE NATIONAL DESIGN COVERING5 AND CARPET.
ADJACENT TO H15 WORK, OR DAMAGED A5 A RE5UL T OF H15 WORK. 13. ALL CONCRETE SHALL ATTAIN A MINIMUM 57RENGTH of 3,000 F51® 26
AVG. A1/ERAGE EQUIP. EQUIPMENT SPEGIFIGATION FOR WOOD GOhr�7RUGTlON,LATEST EDITION.
PLUMBING WHERE EX15T/NG MATERIAL5 ARE TO BE MATCHED,GARS 15 TO BE DAYS FOUNDATION, 5LAB5 ON GRADE AND CONCRETE EXP05ED TO ll. MODIFY EX15TIN5 FLOOR 5URFAGE5, TO RECEIVE NEW FLOORING HATERIAL5
B.O. BOTTOM OF ETC. ETCETERA TAKEN IN BLEND/NO COLOR5 AND REPLICATING ADJACENT FORM5 AND WEATHER 5HALL BE AIR ENTRAINED. TO PREVENT NOTICEABLE LUHP5 AND DEPRE55/ON5.
ELEVATION A66E550RIE5 TAG- BD BOARD Exisr. EXISTING
4. ALL WOOD EXP05ED TO hEATNER 5HALL BE CCA TREATED IN
X-X BLDG. BUILDING CONTOURS. ACCORDANCE W/TH AFPA 5TANDARD5 IZ PARTITIONS AND N1/� TO RECEIVE STRAIGHT RE5/LIENT BASE GhC
1XP. EXP05ED
BENCHMARK 5EE ACCE55ORIE5 14. ALL CONCRETE REINFORCING 57FEL 5HALL BE IN ACCORDANCE WITH A5TM
B.F P. BACK FLOW EX7 EXTERIOR 12. BEFORE SUBMITTING ANY PROPG'SAL, IT SHALL BE THE RE5PON5/B/CI7Y A--615 GRADE 60 DEFORMED BARS. " " " " CARPET, COVE RE5/LIENT BASE AT RE5/LIENT FLOORING. U.O.N.
LEGEND PREVENTOR F.D. FLOOR DRAIN OF THE CONTRACTOR TO FAMILIARIZE H/M5ELF W/TH ALL EXl5TING 5. AFC VE c auAL. S 5HALL BE f3Y 5/MP5oN, 7EG0, OR
BLK. BLACK FDN. FOUNDATION COND/T/ON5, MATERIAL5 TO BE MATCHED, WORKING 5PA6E AVAILABLE, 15. WELDED WIRE MESH 5HALL BE IN ACCORDANCE WITH A5TM A-165 13. 5TAINED AND PAINTED 5VRFAGE5 SHALL BE FIN15HE9 SUCH THAT JOINT5
BLK6. BLOCKING FIN. FIN15H 5AFE7Y PRECAUT/ON5,ETC. REQUIRED FOR THE SAFE AND EXPEDITIOUS ARE NOT V151BLE WHEN V/EMED FROM ANY REASONABLE ANGLE.
EXTERIOR FIN15H TAG- BRG• 'BEARING FIXT. FIXTURE 6. MEMBER5 DE5IGNATFD A5 "C::4 % ',4M"OR "LAM/NATED VENEER LUMBER"OR
BTM. B07TOM FLR. FLOOR EXECUTION OF TH15 CONTRACT. FAILURE TO DO 50 WILL NOT BE 16. ALL 5TRU57URAL MEMBER5 5HALL BE POURED FOR THEIR FULL DEPTHS IN
ROOM ROOM NUMBER I—XI
� "LVL"SHALL BE MANUFACTURED IN;".GGORDANGEW/7H SPEC/F/GATIONS BY14. A ALL COVERING SEAM5 SHALL NOT OCCUR W/TH/N/"-0"OF CORNERS
5EE EXr MATERIAL 877� BETWEEN FRZ. FREEZER GAUSS FOR EXTRA GosTs ro THE OWNER OR OWNER.,REPRESENTATIVES. ONE OPERATION. CONSTRUCTION JOINTS SUCH A5 A DAYS POUR JOINT5
XXX TAC7 LEGEND/SITE GAB. CABINET FT. FEET/FOOT CONTACT 714E ARCH/7EGT IMMED/A7FLY IF FIELD GON0/T/ON5 ARE SHALL BE LOCATED IN 714E MIDDLE OF THE 5PAN, MAIN REINFORCING TO LOU15/ANA PACIFIC CORP. NO 5U TIWE-5 SHALL BE PERMITTED WITHOUT APPLY FABRIC 5O WALL l5 DIVIDED W/1N A MINIMUM NUMBER of 5EAM5,
THE ENGINEERS APPROVAL. DESlGN577�E55E5 ARE AS FOLLOWS: FB
FTC. FOOTING FOUND TO BE OTHER THAN TH05E SHOWN HEREON PRIOR TO PROGEED/NG RUN THROUGH THE JOINT, KEY AND ROUGHEN JOINT5 TO EXP05E = AND WI7M EQUAL hV/DTH PANELS U.O.N.
G.G.F. COMPACTED GA. GAGE/GUAGE 2,95OP5I, FV=29OP51,E= 2,r0f' .;90P51
GRANULAR FILL W/TM WORK AFFE67ED BY 5AME. AGGREGATE FOR CHEM/GAL BOND
GAL. GALLON 15 LOCATE INTERSECTIONS OF DIFFERENT FLOOR FINISH MATERIALS DIRECTLY
G.J. C:QNTROL JOINT GALV. GALVANIZED 13. CONTRACTOR 5HALL VERIFY ALL D/MEN51ON5 PRIOR ro 7. THE ARCHITECT 5HALL PROVIDE-eA,:CUL.ATloN5 To THE CONTRACTOR FOR UNDER CENTER OF DOOR5, U.O.N.
DOOR TAG- C.L. CENTER LINE 17. NO HORIZONTAL JOINT5 5HALL BE PLACED IN WALL5 EXCEPT A5 5HOWN ON „�
PROPOSED I�VALLS G.G. GENERAL FABRICATION. VERIFICATION OF LOADS ANC1.�c.A, SITES WITH MFR. PR/OR TO ORDERING
GLG. CEILING CONTRACTOR THE DRAW/NG5,W/TTIOUT 714E APPROVAL OF 714E ENGINEERZ AND MANUFAG7URE. NOTIFY ItR6."7'17 OF ANY Dl5GREPANGlE5, 1N hRITING, 16• 5UBMIT CARPET 5EAMING PLAN(�M BROADLOOM) TO ARCHITECT PRlGY2 TO
f OSCHEDULE REFER TO FLOOR ,; CLO5. GL05ET GD. GRADE 14. D/5GREPANCIE5,ERROR5, OM/55/ON5,ETC., 1N ANY PORTION OF THE 5/•101'1LD THERE BE A PROBLEM. ORDERING AND AT LEAST(4){NEEKS PRIOR TO INSTALLATION FOR
X PLANS FOR 51ZE aR. CLEAR GL. GLA55 DRAW/N05 WHICH ARE AT VARIANCE W/7N THE LAW ORDINANCES RULE5 /6. MAXIMUM LENGTHS OF FOUNDAT/ON WALL POUR IN ONE OPERATION 5HALL
DOOR SGHD. COL. COLUMN GYP. GYPSUM OR REWLAT/ON5,BEARING ON THE CONDU5T OF THE fiVRK SHALL BE BE NO MORE THAN TWO CON5E6UTIVE COLUMN DIM. OR 60 FEET. ARCHl7E6T5 REVIEW AND APPROVAL.
CONC. CONCRETE H.G. HANDICAP REPORTED PROMPTLY TO THE ARCHITECT. 6. THE CONTRACTOR 5HALL BE RE5PON5/5LE FOR COORDINATING ALL
PROP05ED DOOR COND. CONDUIT ACCE55/BLE REQUIRED IN5PEGTION5 OF THE RO-A91 AND FINAL FRAMING l7. METAL DOOR5, CONVECTOR COVER5, FRAME5 AND WALL5 A5 5PECIFIE9,
N/NDO/N TAG- CONN. CONNECTION H.G. HOLLOW CORE 15. IF CONDITIONS ENCOUNTERED DURING CON5TRUGTION DIFFER Iq CONCRETE CONTRACTOR TO BE RE5PON5/5LE FOR 5ETT/N5 ALL ANCHOR TO RECEIVE A PAINT FIN15H 5HALL BE PAINTED A5 FOLLOWS:
REFER TO FLOOR CON5T. CONSTRUCTION HD. HIGH DENSITY FROM WHAT 15 5HOWN ON DRAW/N575 714E ENGINEER 5NALL BE BOLT5 AND LEVELING PLATES q REFER To DRAWING G5 2 FOR DESIGN LOAD5.
O 5CHEDULE PLAN5 AND 56HE9. CONT. CONTINUOUS HOR. HEADER
GYPSUM.•
HOW. HARDWARE NOT/F/ED /HMSO/ATFIYAND WORK SHALL NOT PROGPE_55 UNTIL ZO PROVIDE GONT/NUOUS Zxb TREATED SILL PLA7F OVER TERM/TE SH/ELD
CONTR. CONTRACTOR FIRST COAT LA TEX PRIMER
DOOR SCHD. FOR SIZE G.T. CERAMIC T/LE HDAD. HARDWOOD ALL PROBL.EM5 ARE RE50LVED TO THE 5AT15FACTICJ OF THE TIED INTO FOUNDATION WALL5 Wl7M 5/6"ANCHOR BOL75 3'-0"o.c. (I'-0" /0 ALL CONGEALED 5PA6E5 /N WIXJD FRAM/NG 5HALL BE FIRE5TOPPED HIM
C.S.I. CONSTRUCTION H.M. GpL�77Z4 ��) ENGINEER MAX. FROM ALL CORNERS)WITH l0"m/n EMBEDMENT. PROVIDE 51LL WOOD BLOCKING AC:CURATEV f �;cD TO FILL 714E OPEN/NG AND ARRANGED �R9��T T LA TEX �L'
LL
PROP05ED FIXTURES SPEC/F/GAT/ON To PREVENT DRAFT5 FROM l`iCA6 FROM ONE 5PAGE TO ANOTHER. TEX HT. HE/GHT 16. ALL 5UBGON7RAGTOR5 5HALL BE RE5PON5/BLE FOR FILING AND 5EALER AND&ROUT 5/LL PLA TE TO WALL. METAL DOOR5 FRAME5; $ GONVEGTOR5.-
Q REV15ION TAO �� FOR FUTURE INSTITUTE H.VA.C. HEATING, OBTAINING APPROVAL5 FOR 714E/R WORK WHICH MAYBE REQUIRED GU. CUBIC VENTILATION, AIR 2L FLOOR 5LAB5 ON GRA W/TDE TO BE 4"POURED CONCRETE H 6x6/l.4XL4 GA. H. PROVIDE BRIDGING 6'-0"o c. ICU(�OLID OR CRO55 BRIDGING). F/RST COAT. L47EX METAL PRIMERGOND/T/ON/NG l7. ALL 5U9C0NTRAOTOR5 SHALL PROVIDE ALL EQUIPMENT; TOOLS, FEN6E5, WIRE REINFORCING AND 57EEL TROWEL FIN/5H. PROVIDE l/2" 5ECOND GOAT LATEX SEMI 6LO55 ENAMEL
DEL. DOUBLE 7RAN5PORTAT/ON 5AFE5UARDS ETC. A5 REQUIRED FOR THE PROPER THIRD COAT LA7FX SEMI GL055 EIJAMEL
COMBO CARBON MONOXIDEI.G.DEC.DEG. DEGREE5 150LATED GROUND PREMOULDED EXPAN5/ON JOINTING AT FLOOR 5LAB AND FOUNDATION 12. NOTCHE5 OR HOLE5 FOR PIPING EC. IN 57RXTURAL FRAMING MEMBERS
5MOKE DETEC TOR D/A. DIAMETER /N6HE5 EXECUTION OF 77�E/R WORK. WALL. PROVIDE 2"(R-/0 m/n)RIG/D IN50L.AT/ON 2'-0"EACH WAY (I=OR 5HALL NOT BE PERM/77ED.
SMOKE DETECTOR 5HALL BE DIM. D/MEN5/ON 1NGL. INGLUDE/ED /6. ANY DEVIAT/ON5 FROM THE ARCH/7EGT5 DRAW/NG5 MU5T BE 5U9M/77ED l6• PAINT 5HALL BE LATEX- INTERIOR FIN&E5 TO COMPLYWITH LOCAL
(i) 5HALL BE HARDWIRED INFO. INFORMATION TO THE ARCHITECT 1N WRITING FOR APPROVAL. HEATED 5PACE5). BUILDING CODE AND SHALL BE INTERIOR FIN15H GLA55 c FOR CORRIDORS
HARDyV/RED TO CENTRAL lNSUL. INSULAT/ON /N51L. INSTALLATION/ /3. DOUBLE JOISTS UNDER ALL PfRTrIONS RUNNING PARALLEL WITH THE JOISTS
cDisv To CENTRAL 5)"5 /NT. INTERIOR /N5TALLAT 19. EACH CONTRACTOR AND 565GONTRAGTOR SHALL BE RE5PON5/BLE FOR 22. ALL 5LAB5 ON GRADE 5HALL HAVE THICKENINGS,DEPRESSIONS, AND ROOMS.
5Y5TE^9 KI TH BATTERY �BOX -UNCTION BOX
BACKUP NI TH BA TTERY BACKUP J5T. J015T REQD REQUIRED MAINTAINING 5AFE7Y ON THE JOB 517E DURING THE C06TRUGTION OPEN/N55,ETC.,A5 REOU/RED OR A5 SHOWN HEREIN OR ON /4 ALL FLOOR AND 5KYLIGHT OAENN55 ARE TO BE FRAMED Wl7M DOUBLE 1q INTERIOR FIN15HE5 5HALL BE CLA551FIED 1N ACCORDANCE WI7H 5URFACE
JT. JOINT RM. ROOM PHA5E TO COMPLYW/TH THE REGULATIONS AND REGUIREMENT5 OF THE ARCHITECTURAL DRAW/NG5 HEADERS AND 7RIMMER5,FULL*r,01NED W/TM 5TEEL BRIDGE5 OR "7EGo5". FLAME RATINGS ALL FIN15HE5 IN THE PROPO5ED AREA TO BE INTERIOR
/�// /� / /N 5UPPLlER R.O. ROUGH OPENING 066UPA SAFETY AND HEALTH ADM/N/STRATIcON. TM/S SHALL 23. PROV/DE POGKET5 IN WALL FOR GOLUMN5 BEAM5 AND 5LAB5 FINISH 6LA55 B. FlN15HE5 MATERIAL SHALL HAVE FLAME-SPREAD RATING
�/�( / L.AM. LAMINATE R.T.U. ROOF TOP UNIT INCLUDE,BUT ARE NOT LIMITED AC PROVIDING ALL NECESSARY " 15 TO EL1MINA7E 7HE HAZARD OF MOl57URE CONDEN5ATION IN COLD WEA7HER; OF 26 TO 75 5MOKE DEVELOPED RATING OF CL-A55 B.
LAV LAVATORY SAN. SANITARY TEMPORARY SUPPORTS AND BRACING A5 MAY BE!<ZEQUIRED PRIOR TO M/N/MUM BEARING ON WALLS OR BEAMS: 4 FOR SLABS, 8 FOR BEAMS,
S.G. 50LID CORE U.O.N. AND TO PERMIT THE E5CAPEOF NEAT IN HOT hEATHER. VENTILATION OF
LB5. POUNDS 77IE 114E INSTALLATION OF NEW STRUCTURAL ELEMENTS,AS WELL AS ATTIC AND CRAWL 5PACE5 6 REQUIRED. BLOCKING AND BRIDGING 5HCVLD 20. ATTACHMENT AND ADHE51VE5 FOR INTER/OR LOGATION5,WHICH WILL
�tRGH/rEG TUR�L: 5ECT 5C5,TION PRODUCE PRODUG7175 MORE TOXIC THAN TH05E GIVEN OFF BY WOOD OR
L.F. LINEAL FOOT ADEQUATE AND PROPER BARRICADES, RAILINGS,LrGHTING, STAIRS, ETC. 24. TOP ELEVATION OF SLABS SHALL VARY ACCORD/NO TO FIN15H FLOOR BE ARRANGED 50 AS NOT TO,','JIERFERE'WITH THE MOVEMENT OF AIR.
� SECT. SECTION
G5—I — NOTE 5, LEGEND $ �ABBREVIA T/ON5 L.P. LOW POINT 5 F SQUARE FEET REQU/RED TO PR07EGT 77.1E WORKMAN, OWNER5 PE1R50NNEL AND MA7ER/AL. 5EE ARGHI7FGTURAL DRAHINC75. PAPER WHEN DECOMP05/NG OR BURNING WILL BE RE-ECTED.
MATL. MATERIAL OTHER5 FROM IN.URY DUE TO CON57R1CT/0N WORK,. PROVIDE FREE 25 /N ANY APPROVED GON57Rl/GTION JOINT PROVIDE 2 X 4 KEY M/N. AND 24 16. ALL CATHEDRAL CEILINGS 5N- U HAVE GONTINUG'U5 VENTILATION FROM
PP—/ — PLOT PLAN MAX. MAXIMUM 5HT SHEET AND SAFE PA55AGE FOR PERSON5 TO AND FROM AREA5 AND " 21 ALL NEW OR MODIFIED CON57R1.CT/ON 5HALL BE FIN15HE9 A5 PER OWNERS
MEGH. MECHANICAL 5IM. 51MILAR BAR DIAMETER LAP(I6"MIN)OF REINFORCING,EXCEPT FOR 5LAB5 ON ��5 To RIDGE. SIZE 15KYTI ON A AMINE HOLY. PROVIDE 3/4"dla. VENT 5ELEGT10N5 IN AGC;ORDANGE HIM MANUFAGTURER5 PUBL15HE9
f�—O.I — CODE COMPLIANCE NOTES AND DET�4/L5 MFG. MANUFACTURER 5M. 5MALl FAGILlT/E5 WH/GH ARE TO REMAIN. HOLES AS NEEDED THRU SKYLIGHT FROM/NG TO MAINTAIN GONTINUC7U5
GRADE. SPECIFICATIONS.
MIN. M/N/MNM 5PEC5. 5PECIFICAT/ON5 VENTILATION.
A—D.2 — TYP/G,�rL DET�r lL5 20. F/CURED D/MENS/ONS SHALL GOVERN SMALL SCALE DRAWINGS INHERE
M/5G. M/SGELL-ANEOU5 5a 5QUARE 26. 5LAB ON GRADE 5HALL BE POURED 1N 5TRIP5. GON5TRUGTION OR CONTROL
MM. MILL/METER D/MEN5/ON5 ARE E57ABL15HE9 BY CONDITIONS. IFEX/5TING, EACH JOINT5 5HALL HAVE A MAX/MUM 5PAGING OF 30'-0"IN EITHER DIRECTION. 17. DOUBLE J015T5 UNDER ENTIRE BATHROOM AREA VNLE55 OTHERH15E NOTED.
—O — REMOVAL CELLAR PLAN 5.5 FT. 5QUARE FEET CONTRACTOR 5HALL MEASURE EX15TINO COND/TIOM PRIOR TO ORDERING
M.R. MOISTURE 5.5., 5/5 STAINLESS STEEL
A-1 - REMOVAL I5T FLOOR PLAN RE515TANT 57D. 5TANDARD MATERIAL5 AND COMMENDING WITH WORK. MAXIMUM AREA OF POUR 5HALL BE 2700 5Q. FT.
MTD. MOUNTED l6. THE CONTRACTOR 5 MU INC/IRPOP,4TE ALL REQUIRED 57RAP5 ANGLES
A 2 — REMOVAL 2ND FLOOR PLAN Mm. METAL 57L• 57EEL 21. GENERAL CONTRACTOR AND H15 5U95 ARE RE5POMIBLE FOR ALL LAY- 27 ALL WALL AND PIER FOOTINC75 5HALL BE MINIMUM 12" THICK AND PROJECT TIES 5UPPORTS ETC. A5 MAY Bc RE0U1RED FOR FR07ECTION OF 57RZ711RE :� r
N.I.G. NOT IN CONTRACT 5TRUGT. STRUCTURE/--AL OUT WORK, INCLUDING SPECIFIED LAY-OUT DRAHIN55 A5 REQUIRED. 6"MIN/MUM BEYOND ALL FAGE5 OF WALL5 AND P/ER5 UNLE55 OTHER415E FROM FORCE-5 OF NATURE. TH15/NGLUDE5: ROOF TO ROOF ROOF TO WALL5, j
A-3 — PROP05ED CELLAR PLAN NOM. NOMINAL 5UPPL. 5UPPLY/-/ED GENERAL CONTRACTOR 5HALL COORDINATE RE5PE6TIVE 5UBGON7RAGTOR5 NOTED.
NO./NUM. NUMBER 5U5P. SUSPENDED WALLS TO WALLS AND hALLS TO FOUNDATION. THESE FA57FNER5/TlES . I
A-4 — PROPOSED /5T FLOOR PLAN X5.F NATIONAL T/ TOP OF � NOT R�E UNDUE HARDSHIP, DELAY AID INTERFERENCE W/7N 26. GROUT V5ED SHALL BE NON-FERROV5 NON-5HRINK GRC UT BY IN-PAKT AND5HALL BE A5 MFR77 BY5/MP50N oIZ APPROVED EQUAL.
SAN/TAT/ON 7B. THROUGH BOLT
A-✓r- - PROPOSED 2ND FLOOR PLAN FOUNDATION TfB TOP $ BOTTOM 22. CONTRACTOR TO REMOVE ALL DEER/5 CREATED 3(TH15 WORK FROM THE SHALL ATTAIN A STRENGTH G�4,000 P5l IN 7 DAYS. /q, ,ems, F457ENER5 FOR PRE55URE TREA7F9 LUMBER TO BE HOT GALVANIZED. JUL 2 6 2�2�
A-6 - PROP05ED 15T FLOOR PDXER PLAN N.T.5. NOT TO SCALE TdG TONGUE $ GROOVE 517E AND D15P05E OF IN A LEGAL MANNER ON A hEEKLY BA515 OR 29. ALL 5LAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H CONCRETEO.A. OVER ALL TEMP. 7EWERE9
A-7 - PROPOSED 15T FLOOR RG)tl O.G. ON CENTER 50ONER IF GONDITION5 WARRANT. REINFORCEMENT A5 MANUFAc7URED BY FIBERME5H Co. OR APPROVED
OPNG. OPENING UL. UNDERWRITER5 23. AT THE COMPLETION OF WORK, THE 517E 15 TO BE,CLEARED OF ALL EQUAL. MIXING AND PLACEMENT 5HALL BE IN ACCORDANCE To r
A-8 - PROP05EO NORTH ,AND EA5T ELEVAT/ON5 OFT OPTIONAL LABORATORIES DEBRIS AND EXCE55 MATERIALS. THE FACILITY l5 TO BE LEFT BROOM MANUFA67URER5 5PEC/F16ATION5.
A—q - PROP05ED WE5T AND SOUTH ELEVAT/ON5 OPP. OFP0517E W. ULTRAVIOLET GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL 5AT15FAGTION
A—lO — PROPOSED 5EG T/ON5 PL. PL ATE V. VOLT/VOLTALE OF THE OWNER PRIOR TO RELE45E OF FINAL PAYMENT. 57EEL
PLMB. PLUMB/NG VB. VAPOR BARB/ER 24. THE ARCHI7ECT 845 NOT BEEN RETAINED FOR AOMIN157RATION OF THE I. ALL 57EEL FABRICATION AND ERECTION SHALL CONFORM TO A15C
A-1/ — XINDOX AND DOOR SCHEDULES AND PLUMBING R/5ER DIAGRAM PLYWD. PLYWOOD V.P. VENT PIPE GON5TRUGTION OF TH15 PROJECT. 5PECIFI6ATION5 FOR 57RUCTLRAL 5TEEL,L-A7F5T EDITION. ,
PNL. PANEL VERT. VERTICAL SEAL!;., REVISIONS/SUBMISSIONS: DRAWING TITLE:
A-12 — DININc57 ROOM INTERIOR ELEVA T/ON5 PR. PAIR W-w/o WITwWITHOUT 25. CON7RAGTOR5 5HALL COOPERATE Wl7M ALL OTHER TRADES AND WHERE ', '
PREP. PREPARATION/ 2. ALL STRUCTURAL STEEL SHALL BE A57M A-36,EXCEPT STRUCTURAL TUBE /'`,`.- '� � ' , �, DATE: DESCRIPTION:
r " A-13 — LIVINc� ROOM INTER/OR ELEVATIONS WD. WOOD REQUIRED INSTALL ALL BUILT-IN WORK, 5LEEVE5, IMERT5, ETC.,A5 07�12�21 InmALFLO� GENERAL /10TU, LEGENDf,
WH/GH SHALL BE A5TM ASOO
A-14 — KITCHEN INTER/OR ELEVA T/ON5 P.S.F. PGKINDS PER n9W WI MPOW REQUIRED FOR A COMPLETE JOB. GRADE B. AND STRUCTURAL PIPE WH/GH SHALL
SQUARE FOOT H.H. WATER HEATER 26 BE A5TM A501. :; i �; DRAWING QI/T AND AbPjREVIATIONf
HT WA7FR 5EE Wry. BUILDING GON5TRUGT10N CODE MANUAL FOR REQU/RED WOOD
P.5.1. POUNDS PER WEIGHT FRAME NAILING 5GHEDULE: 3. ALL 5TRUGTURAL 57EEL USED A5 EXTERIOR WALL LIN7FL5 SHALL BE
SQUARE INCH GALVANIZED.
H.H.F. WELDED HIRE
P7 PART/l'O/NT FABRIC CAD FILE NAME:
PVMT. PAVEMENT
2104_Ct/'1
NEMSCHICK SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
the business of ARCHITECTURE." fPENCE RUIPENCE
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66 EAST MAIN STREET
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PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: cj— 1
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCMTECTS P.C. 1000 111 14 15 EL
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SITE AND ZONING DATA I I (To REMAIN)
ZONING REQUIREMENTS R-40 EXISTING CONDITIONS PROPOSED CONSTRUCTION °J
AS PER 100- 44
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LOT AREA MAX 20,0005.F. 2q,643 5.17. NO CHANGE
MIN. FRONT YARD SETBACK 55.0 FT 125. 2 FT IOq. 6 FT
MIN. REAR YARD SETBACK 35.0 FT 80. 25 FT No CHANGE PROP05BD 5/NGLB MIN. SIDE YARD SETBACK 10.0 FT 15. 8 FT 22 .5 FT
22.1 STORY HOMB �4DD/r/ON MIN. TOTAL g BOTH SIDES 25.0 FT 42.3 FT 38. 3 FT PROP05W
MAX.GROSS FLOOR AREA 20% 2112 5F 1. 12 % 2450 5F 8. 26 % j, 338 SP
MAXIMUM HEIGHT 35.0' FT 21.6' FT NO CHANGE
THERE ARE NO GRADE CHANGES,FILLING, AND/OR CLEARING DONE: TO THIS PROPERTY
AEN 2 o�x4 o�x4 THICK P.G.
GBNFRATOR SLAB. LOCATEV
5'-O" OAP NEN HOME A=V T/ON.
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DATE: DESCRIPTION:
07/12/21 INITIALrILOG PROPOJED PLOT PLAN
,-GALE _ l" = 20'--O" f
CAD FILE NAME:
20_2104_PP-1-f lTE
NEMSCHICK SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
the business of ARCHITECTURE." f PENCE R�fIDENCE
11/17/2020 20_2104
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.......... ............. ........................... ....................... ......... .................................. ............................................................. ......... ............. . ...... .. . ........ ....... --------- - ALE: DRAWING NO.:
._. CUTCf�OGU�, NY 11955
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66 EAST MAIN STREET
NOTED
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: p p— 1 1
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com ®COPYRIGHT 2021 NEMSCHICK SIVERMAN ARCI-IfTECTS P.C. 1000 111 14 15 EL
CLIMATIC AND GEOGRAPHIG DESIGN CRITERIA OF THE TOWN OF SOUTHOLD TABLE (902.50) FA5TENIN6 5GHEDULE TABLE 602.50) FA5TENING, 5GHEDULE
PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.2 (I) ITEM DESCRIPTION OF NUMBER AND TYPE 5PAGING AND ITEM DESCRIPTION OF NUMBER AND TYPE 5PAGING AND
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN BUILDING ELEMENTS OF FASTENER LOCATION BUILDING ELEMENTS OF FASTENER LOCATION R4011 .2 I N5ULA7I ON AI L� �ENE57RAT1 0N CRITERIA.
SNOW SPEED" TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FR05T LINE TERMITE` DE516N UNDERLAYMEN HAZARDS FREEZING ANNUAL ROOF WALL GONTINUED
, REGION' DEBRIS ZONE"' CATEGORY1 WEATHERING DEPTH TEMP REQUIRED INDEX' TEMP J 4-8d box 3-8d box THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF
LOAD (MPH) EFFECTS, (2 y2" x 0.II3")• or (2 YY x 0.1139; or TABLE R402.1.2, BASED ON THE CLIMATE ZONE 5PE0IFIED IN CHAPTER 3.
25 P5F 125 MPH SEE PLANS SEE PLANS SEE PLANS B SEVERE 3 FT. MODERATE TO SEE PLANS SEE PLANS SEE PLAN SEE PLANS SEE PLANS I BLOCKING BETWEEN GEILIN6 JOISTS 3-8d common 3-8d common
EXAMINER EXAMINER EXAMINER FEAV1( EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER
OR RAFTERS TO TOP PLATE (2)12" x 0.131")• or TOE NAIL (2 Y2" x 0.131")• or
CLIMATE FENESTRATION SKYLIGHT GLAZED GEILIN6 WOOD MA55 WALL FLOOR BA5Eh11TIT SI AB GRAN_
3-I0d box 3-I0d box
WIND-BORNE DEBRIS PROTECTION FASTENING NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS (3" x 0.128"); or (3" x 0.128"9; or ZONE U+AGTOR U-FAC MED TOR HIaTRATION R-VALUE FRA WALL R VALUE R-VALUE WALL R-VALUE SPACE
5GHEDULE FOR WOOD STRUCTURAL PANELS PER 2020 RESIDENTIAL CODE OF NEW PORK STATE PER 2020 RESIDENTIAL CODE OF NEW YORK STATE 3-3 x 0.131 nails 3 staples, I cr
own 16 SHGG R-VALUE R-VALUE d DEM WALL
PER 2020 RESIDENTIAL GODS OF NEA YORK STATE TABLE R3012.1 SECTION R403.1.6 SECTION R303 4-8d box I" X 8" AND WIDER SHEATHING TO a., 13/4° Ion
(2 Y2" x 0.113")• or 20 EACH BEARING Wider t an I ' x 8 FACE NAIL3-5d R-20 OR R-VALUE
FASTENER SPACING WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH (2 YY common PER JOIST 4-8d box REQUIRED 4 032 MAX 055 025 MAX R-49 0/13 R-14 IOII3 10,2FT. 10113
FASTENER 4 FOOT 6 FOOT FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 2 GEILIN6 JOISTS TO TOP PLATE (2 YYx 0.131"); or TOE NAIL � (2 y2" x 0.113")• or R-12-21
TYPE PANEL SPAN <A� <<�� MIN. I/2" IN DIAMETER AND SHALL EXTEND A MIN. of 't PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 3-IOd box PROVIDED 4 03I MAX WA o28 MAX. a� R-21 WA R-30 WA WA WA
3-8d common
(3" x O.I28"); or (2 Y2" x 0.131")• or t
#5 WOOD SCREW BASED INCHES INTO MASONRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS 3- x 0.131 nails 3-I0d box * NOTE: R-56 INSULATION PROVIDED A5 PER R4022.1##ERE 5E67/0N R402.I.2 R-WIRE5 R-49 IN5 AT/ON IN THE CEILING,
ANCHOR WITH 2-INCH 16" 1011 8" MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 4-I0d box (5" x O.I28")• or IN5 TALL INO R36 OVER l00 PERCENT OF THE GEILIN6 AREA REWIR/Nb INSULATION 5HALL 5ATI5FY THE REWIREMENT FOR
m T LEN�rH INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. GEILIN6 JOISTS NOT ATTACHED TO (3" x 0128") or R-49 IN50LATION� THE FULL HEIGHT OF UNCOMPRE55ED R 38 INSULATION EXTEND5 OVER THE MALL TOP PLATE AT
PARALLEL RAFTER LAPS OVER . 4 staples, I' crown 16 THE EAVE5.
#10 WOOD SCREW BASED AND WA5HER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND 3 3-16d common FACE NAIL 3
ANCHOR WITH 2-INC4+ I6" 12" 9" PARTITIONS (SEE SECTION R802.5.2 a., I /4" Ion
EMBEDMENT LENGTH THE PLATE AS PER 2020 RESIDENTIAL CODE OF NEW OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH (3 5" x .131" )• or
AND TABLE R802.5.2) FLOOR
1/4-INCH LAS SCREW YORK STATE. AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55 4-3 x 0.131 Halls
BASED ANCHOR WITH I6" I6" I6" THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE CEILING JOISTS ATTACHED TO PARALLEL 4-8d box
2-INCH EMBEDMENT LENGTH 3-Sd common OPENABLE. 4 RAFTER (HEEL JOINT), (SEE SECTION (2 " x 0.11 n or
A TH15 TABLE IS BED AS ON 180 MPH ILTIMATE DM16N WIND SPEEDS,V.,AND A 88-FOOT WAN ROOF WSW. Table Rb02.5.2 FACE NAIL
B. FASMERS SHALL BE INSTALLED AT OPPOSING 005 OF THE V o STRUCTURAL PANEL. RbO2.5.2 AND TABLE Rb02.5.2)
rASTeERS SHALL BE LOCAT NOT LEM THAN I INCH FROM THE ED6E OF THE PA18. 21 JO I5T TO S I LL, TOP PLATE OR (210 x x "); or
ED TOE NAIL
c. ANCHORS SHALL PEIETRATE THRaMH THE EXTERIOR WALL COJERIN6 WITH AN 9� WWRT LENGTH of NOT 4-I Od box GIRDER 3- d box
LESS THAN 2 IWHE5 INTO THE BUILDING rRAME.rASTEWRtS SHALL BE LOCATED NOT LFff THAN 2 1n 1NG NOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY E50APE AND RESCUE EGRESS
�,,�En6E�THE��r�oOK��„�,.�. (3" x 0.128"); or (3" x 0.128"); or
D. PAMM-5ATTACHMTOMA50NRYORMA50W2Y/STUC60%WIBEATTKA�7U51N5VIBR4TION-RG-�iISTANT PER 2020 RESIDENTIAL CODE OF NEW YORK STATE OPENINGS REQUIRED PER 2020 RESIDENTIAL CODE COLLAR TIER TO RAFTER, FACE FACE NAIL 3-3 x 0.131 nails
ANCHORS HAVIN6 AN ULTIMATE 1041M AvuL CAPACITY OF NOT L�THAN 1500 POUNDr. 5 3-I Od common
SECTION MI502 OF NEW PORK STATE SECTION R310 NAIL OR I Y4 X 20 GA. RIDGE EACH „
STRAP TO RAFTER (3 x 0.148 ); or RAFTER 8d box(2 Y x 0.113 4 TOE
473 x 0.151 nails 8d common NAIL
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS I. DRYER EXHAUST 5Y5TEM5 SHALL BE INDEPENDENT OF I. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING 3-I6d box nails 2 TOE NAILS ON RIM JOIST, BAND JOIST OR (2 Y" x 0.131")• or
PER 2020 RESIDENTIAL CODE OF NEW PORK STATE TABLE R301 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE (31'2" x 0.1359• or ONE 51DE AND 1 22 BLOCKING TO SILL OR TOP IOd box 6" TOE
APPLICATIONS 2. DRYER EXHAUST SYSTEM SHALL CONVEY THE EMERGENCY ESCAPE AND RESCUE OPENING ABOVE AND 3-I0d common Halls TOE NAIL ON PLATE (ROOF 0" x 0.128"); or NAIL
USE LIVE LOAD MOISTURE AND TERMINATE TO THE OUT51DE OF THE BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.1 6 RAFTER OR ROOF TRUSS TO PLATE 0" x 0.1459; or OPP051TE 51DE AL50) 3-3 x 0.151" nails
BUILDING. 50.FT. AND A GRADE FLOOR OF 5 50.FT.. 4-10d box OF EACH 3-8d box
UNINHABITABLE ATTICS W/0 STORAGE 10 P517 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL 0" x 0.128"); or RAFTER OR (2 Y2" x 0.1139; or
ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE 4-3"-x 0.131" nails TRU55 2-8d common
UNINHABITABLE ATTICS WITH STORAGE 20 P5F INSTALLATION INSTRUCTIONS. FLOOR. 4-I6d 23 1" X 6" 5UBFLOOR OR LESS TO (2 Y" x 0.131")• or FACE NAIL
(3 Y2" x 0.I35")• or EACH JOIST 3-I0d box
HABITABLE ATTICS AND ATTICS Al FIXED STAIR 30 FSF 4. SCREENS SHALL NOT BE INSTALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 3-I0d common (3" x 0.I28"9; or ROOF SHEATHING
TERMINATION. INCHES. 0" x 0.148"); or TOE NAIL 2 staples, I ' crown 16
BALCONIES (EXTERIOR) AND DECKS 40 P5F 5. EXHAUST DUCT5 SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 4-I0d box ea., 1 3/4" long BATT. INSULATION 1
GUARDS AND HANDRAILS 200 P5F SHEET-METAL 50REW5 OR FASTENING MEANS WHICH INCHES. VALLEY (3 x 0.128 ); or 3-I6d box
EXTEND INTO THE DUCT. 5. OPENIN65 SHALL BE OPERATIONAL FROM THE IN5IDE ROOF RAFTERS TO RIDGE, 4 3" x 0.151" nails (3/2 x
7 OR HIP RAFTERS OR ROOF RAFTER 3-Ibd box nails 24 2 SUBFLOOR TO JOIST OR GIRDER 2-Ibd common), or
BLIND AND GL05ED CELL SPRAY I 1
GUARD IN-FILL COMPONENTS 50 P5F b. EXHAUST DUCTS SHALL BE EQUIPPED WITH A TO MINIMUM 2 OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS.
RIDGE BEAM
BACKDRAFT DAMPER. 6. A DOOR OPENING HAVING A THRESHOLD BELOW THE (3 Y2" x ) or (3 Y2" x 0.162") FACE NAIL FOAM AT ROOF
�. EXHAUST DUGT5 SHALL BE CONSTRUCTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A 2-Ibd common 3-Ibd box
ROOMS OTHER THAN SLEEPING 40 P5F ENG 05URE WITH WELLS BEING A MINIMUM (3 Y2" x 0.162")• or END NAIL 25 2" PLANKS (PLANK 4 BEAM- (3 y2" x 0.135")• or AT EACH INSULATION BLOCK
0.0151 INCH-THICK RIGID METAL DUCTS HAVING BULKHEAD L BEARING "
SLEEPING ROOMS 30 P5F SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN CLEAR AREA OF a SOFT. AND A MINIMUM HORIZONTAL 0" x box FLOOR � FLOOR) 2-Ibd common
OF 36" A5 PER SECTION 310.2.3 (3" x 0.128"); or (3 I " x o.162") FACE NAIL
THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH 3-3 x 0.131" a s 3-I6d common
j nails n
STAIRS 40 P5F 8. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE y�ALL (3 y2" x 0.162") -
DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE 4-I0d box
LIMITED TO SINGLE LENGTHS NOT TO EXCEED 8 FEET IN NOTE: WIND DESIGN PRESSURE FOR EXTERIOR WINDOWS I6d common 24" O.G.
� STUD TO STUD (NOT AT BRACED (3 y2" x 0.162 ) FACE NAIL 26 BAND OR RIM J015T TO JOIST (3" x 0.128 ); or � SEAL TOP OF DRYWALL TO TOP
MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE LENGTH AND SHALL BE L15TED AND LABELED IN GLASS DOORS AND ANCHORING PER 2020 RESIDENTIAL 8 4-3 x 0. nails END NAIL PLATE WITH GREAT STUFF
FOOT OF HORIZONTAL PROJECTION ACCORDANCE WITH UL 2158A. CODE OF NEW YORK STATE SECTION RbOq WALL PANELS) or box (3 x nails ); F O.G. 4-3 x 14 a. sta les,
or 3" x 0.131" nails FACE NAIL g p CONTINUOUSLY VENTED ��- DRYWIALL GASKET.
PER 2020 RE51DENTIAL CODE OF NEW YORK STATE TABLE R3016 ? " crovqn
9. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN I6d box O Y2" x 0.1359; or 12" O.G. SOFFIT
G 1
TRIBUTARY LOAD 20d common LOADED CONSTRUCTION. I. EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED STUD TO STUD AND ABUTTING STUDS AT 3" x 0.131" nulls FACE NAIL
AREA IN SQUARE FEET FOR 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER TO RES15T THE DESIGN WIND LOADS SPECIFIED IN a INTERSECTING WALL CORNERS (AT I6d common 16,10.6. K' x O.IG29; or AS FOLLOW5: 32"
TABLE R301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT BRACED WALL PANELS) O.G. AT TOP AND
ROOF SLOPE ANY STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE (3 y2" x 0.162") FACE NAIL BOTTOM AND SELECTED SIDING OVER "
TRANSITION DUCT FROM THE DRYER TO THE WALL OR AND EXPOSURE WITH TABLE R301.2(3). PER 2020 I6d common O.G. GH STAGGERED EXTERIOR GRADE PLYWOOD.
0 TO 201 TO OVER ROOF TERMINATION. RESIDENTIAL CODE OF NEW YORK STATE SECTION R30I 10 BUILT UP HEADER (2" TO 2" HEADER (3 y2" x 0.162") EDGE FACE NAIL
200 600 600 WITH Y2" 5PAGER) 16d box (3 Y2" x 0.135"); 12" O.G. G IOd box 2 oc. I�lRST FL OCR
II. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES
FIAT OR RISE LE55 THAN 4"PER FT. NOT INCLUDE THE TRANSITION DUCT. EDGE FACE NAIL (3 x 0.128 ), or TOP AND BOTTOM
20 16 12 NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-8d box 3 x 0.151 nails 5TAG650ON
(1`3) PER 2020 RESIDENTIAL CODE OF NEW YORK STATE (2 Y2" x 0.113")• or 2-i BUILT-UP GIRDERS AND BEAMS, 2 OPP051TE 5105
INCH LUMBER LAYERS -
11 CONTINUOUS HEADER TO STUD 4-8d common TOE NAIL And:
RISE 4" PER FT. (1:3) TO LE55 I6 14 12 NOTE: GIRDER SPANS FOR EXTERIOR WALLS SECTION R301.2.12 -
(2 y2" x 0.1319; or 2-20d common SEAL BOTTOM OF DRYWALL TO
THAN 12 " PER FT. (1:1) PER R602.7.1 '
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS 4-IOd box 3" x 0.128" (4" x O.IG2"); or FACE NAIL AT R-Iq UNPAGED
R15E 12" PER FT. (1:1) AND ENDS AND AT SUB-FLOOR WITH GREAT STUFF
GREATER 12 12 12 HEADERS (2) 2x10 (2) 2x12 (3) 2x8 (3) 2x10 (3) 2xi2 I6d common Ib" O.G. (311 x box BATT. INSULATION DRYWALL GASKET.
OF '1/I6 AND A MAXIMUM SPAN OF 8 FEET SHALL BE (3 y2 x 0.162 ) FAG)= NAIL EACH SPLICE "-
MAXIMUM SUPPORTING: PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 12 TOP PLATE TO TOP PLATE (3" x O.I28"); or
- AND TWO - STORY BUILDINGS. PANELS SHALL BE IOd box (3" x 0.128"); 12" O.G. 3-3 x 0.131 nails
R-25 BATT.
ROOF ONLY 5'-9' 6'-1011 6'-111 11-3" 8'-6" or 3" x 0.131" nails FACE NAIL 4-I6d box I; Y
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1 5TORY 4'-211 4'-1111 4'-511 5-'3" 6'-2" PRECUT AND LABELED WITH ITS LOCATION OF USE, 8-I6d common FACE NAIL ON (3 YY x 0.135")• or INSULATION
PER 2020 RE51DENTIAL CODE OF NEW YORK STATE TABLE R301 - - II - WITH ATTACHMENT HARDWARE PROVIDED A5 PER 2020 (3 Y2" x 0.162"); or EACH SIDE OF 3-I6d common AT EACH
2 5TORIE5 3 2 3 a 3 5 4 O 4141 RESIDENTIAL CODE OF NEW PORK STATE TABLE DOUBLE TOP PLATE SPLICE 12-I6d box END JOINT 28 LEDGER STRIP SUPPORTING JOISTS (3 y2" x 0.162")
STRUCTURAL MEMBER ALLOWABLE OR RAFTERS JOIST OR
DEFLECTION NOTES: R301.2.1.2 OR SHALL BE DESIGNED TO RE515T THE (3 Y2 x 0.I359 or (MINIMUM 24 4-IOd box
L = SPAN LENGTH, H = SPAN HEIGHT 13 I2-10d box LAP SPLICE (3" x 0.1269; or RAFTER FAGS
I. HEADER REQUIRES 2 MIN. SOLID BEARING AT EACH COMPONENTS AND CLADDING LOADS DETERMINED IN
RAFTERS HAVING SLOPES GREATER THAN END DOWN TO FLOOR OR BOTTOM PLATE. ACCORDANCE WITH THE PROV15IONS OF THE BUILDING (3" x 0.I28"); or LENGTH EACH 4-3 x 0.131" nails NAIL II
5:12 WITH FINISHED CEILING NOT ATTAGHED L/I80 2. 1/2" XPS FOAM SPACERS ARE USED WITH 2x CODE OF NEW YORK STATE. 12-3" x 0.151 nails SIDE OF END 2-10d box (3" x 0.12 ;or EACH END �( f
TO RAFTERS MEMBERS TO MATCH 2x4 OR 2x(o STUD WIDTH. JOINT) 2a BRIDGING TO J015T 2-Sd common (2 �" x 0.131" TOE NAIL
INTERIOR WALL5 AND PARTITIONS H/I80 DESCRIPTION OF NUMBER AND TYPE 5PA6ING OF FASTENERS BA5,5MENT
NOTE: DWELLING-GARAGE FIRE SEPARATION I6d common 16" O.G. ITEM INTERMEDIATE
FLOORS L✓360 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE BOTTOM PLATE TO JOIST, RIM BUILDING ELEMENTS OF FASTENER EDGES (IN)
(3 y2" x 0.162") PAGE NAIL SUPPORTS (IN)
SECTION R302.6 14 JOIST, BAND J015T OR BLOGKINO I6d box 12" O.G.WOOD STRUCTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO
CEILINGS WITH BRITTLE FINISHES L/360 (NOT AT BRACED ALL PANELS) (3 y2" x 0.135")• or FRAMING AND PARTICLEBOARD WALL 5HEATHING TO FRAMING (SEE TABLE R602.3(3)
(INCLUDING PLASTER AND STUCCO) 3' x 0.151" nails FACE NAIL
SEPARATION MATERIAL FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING)
CEILINGS WITH FLEXIBLE FINISHESU240 3-I6d box 3 EACH 16' O.G. bd common (2" x 0.113")
(INCLUDING GYPSUM BOARD) FROM THE RESIDENCE AND ATTICS NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT BOTTOM PLATE TO JOIST, RIM (3 y2" x 0.135") or FACE NAIL IS JOIST, BAND JOIST OR BLOCKING 2-I6d box 2 EACH Ib" O.G. 30 3/a" -Y2" nail (subfloor, wall) b 12A f
ALL OTHER STRUCTURAL MEMBERS U240 APPLIED TO THE GARAGE SIDE (AT BRACED WALL PANEL) (3 2 x 0.1629; or FACE NAIL 8d common (2 Y2" x 0.131")
4-3" x 0.151" nails 4 EACH 16" O.G. Hall (roof)
8d common (2 Y2" x 0.131")
EXTERIOR WALLS- WIND LOADS WITH L/360 FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LE55 THAN 5/8-INCH TYPE X GYPSUM BOARD FACE NAIL 31 1 2� - 1° nail b 12"f
PLASTER OR STUCCO FIN15H OR EQUIVALENT 4-8d box IOd common
EXTERIOR WALL5- WIND LOADS WITH (2 Y2" x 0.113") or (3" x 0.1489 nail; or
OTHER BRITTLE FINI5HE5 U240 STRUCTURE(5) SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN 1/2-INCH GYPSUM BOARD OR 3-I6d box 32 1 y8" - 1 Y4" 8d common (2 YY x 0.151") 6 12 NOTE: IT 15 THE RESPONSIBILITY OF THE BUILDER/GENERAL
USED FOR SEPARATION REQUIRED BY THIS SECTION EQUIVALENT (3 YY x 0.I35"9; or deformed nail CONTRACTOR TO ENGAGE IN THE 5ERVIGE5 OF A HERS RATER TO
EXTERIOR WALLS- WIND LOADS WITH W
L/120 4-8d common TOE NAIL OTHER ALL SHEATHINGg" PERFORM DOOR FAN TEST FOR AIR SEALING AND MECHANICAL
FLEXIBLE FINISHES GARAGES LOCATED LESS THAN 3 FEET FROM NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT (2 Y2 x O.I31 )• or VENTILATION TO MEET THE REQUIREMENTS OF THE RESIDENTIAL CODE
APPLIED TO THE INTERIOR 51DE OF EXTERIOR WALLS 4-10d box I /2" alvanized roofing OF NEW YORK STATE.
ALL OTHER STRUCTURAL MEMBERS L1600 A DWELLING UNIT ON THE SAME LOT 33 �X(,
THAT ARE WITHIN THIS AREA (3 x 0.128 ); or Y2 STRUCTURAL Hall, head diameter, 3 6
16 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.151" nails GELLUL051G FIBERBOARD or 1 4" staple 16 ga., or
3-I6d box 5HEATHIN6 I" crown
UNDER-STAIR PROTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RATE (3 YY x 0.135"); or 1 3/4" alvanized roofing
PER 2020 RE51DENTIAL CODE OF NEW YORK STATE R302.1 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE R303.4 PER 2020 RESIDENTIAL CODE OF NEW YORK STATE M1505.4.3 2-I6d common 25/32" STRUCTURAL nail, X(," head diameter, 3 6
(3 YY x 0.1629; or END NAIL 34 CELLULOSIC FIBERBOARD or I �" staple 16 ga., or I"
ENCLOSED SPACE UNDER STAIRS THAT 15 ACCESSED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOU5E MECHANICAL VENTILATION SYSTEM 3-I0d box SHEATHING crown
BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS UNIT 15 5 AIR CHANGES PER HOUR OR LESS WHERE SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS (3" x 0.128"); or I Y2" galvanized roof lnc�
X 3-3" x 0.151" nails nail• sta le olvonizeJ, f�/
UNDER-STAIR SURFACE AND ,ANY SOFFITS PROTECTED TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 RATE IN CUBIC FEET PER MINUTE = (O.OI TOTAL 35 y2" GYPSUM p g / // `O /
3-I0d box 1 Y2" long; I Y4" screws,
ON THE ENCLOSED SIDE WITH I INCH W.G (50 PA) IN ACCORDANCE WITH SECTION SQUARE FOOT AREA OF HOUSE) + [1.5 X(NUMBER OF �� �� SHEATHINGAD g•
/2 -INCH (12.1 MM) GYPSUM BOARD. NI102.4.1.2, THE DWELLING UNIT SHALL BE PROVIDED TOP PLATES, LAPS AT CORNERS (3 x 0.128 ); or type W or S 5Gs1lE=N.T.S.
BEDROOMS + I)] 17 2-I6d common FACE NAIL 3
WITH WHOLE-HOUSE MECHANICAL VENTILATION IN AND INTERSECTIONS I /4�� alvanized roofing
(3 y2" x 0.1629; or nail; staple galvanized,
ACCORDANCE WITH SECTION M1505.4 3-3 x 0.131 nails 36 5/8" GYPSUM s s 1 -7
MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- 3-8d box 5HEATHING"D I /8 long; I /8 screws,
type W or 5
AND TWO-FAMILY DWELLINGS PER TABLE MI505.4.4 (2 Y2" x 0 or
2-8d commonmon WOOD STRUCTURAL PANELS, COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING
AREA TO BE 18 I" BRAGE TO EACH STUD AND (2 Y2" x 0.131")• or FACE NAIL bd deformed
VENTILATED VENTILATION RATES PLATE 2-I0d box (2" x 0.120") nail; or
3/4" and less 6 12
(3" x 0.128"); or 37 8d common SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
KITCHENS 100 GFM INTERMITTENT OR 25 2 Staples at I 5/4" (2 YY x 0.1319 nail
GFM CONTINUOUS 3-8d box 8d common DATE: DESCRIPTION:
(2 Y2" x 0.1139; or (2)'2" x 0.131") nail; or - - �� 07/12/21 OITIALrILInG CODE COMPLIANCE
BATHROOMS 8 MECHANICAL EXHAUST CAPACITY 38 �/�� _ I.. b 12 /,�.' ,• -' . , ,,
TOILET ROOMS OF 50 GFM INTERMITTENT OR 20
2-8d common e 8d deformed - NOTFJ AND DLTAIV
GFM CONTINUOUS IQ I" X 6" SHEATHING TO EACH (2 Y2" x 0.131") or FACE NAIL (2 Y2" x 0.120") Hall
BEARING 2-IOd box IOd common ~ .
0 x 0.128 ); or (3" x 0.1489 nail; or
3a I Y8° - I Y4" e orme 6 12 \
Q, ap/eslon crown CAD FILE NAME:
3 ��
2 Y" x 0.120" nail
= 2104_Ul
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SILVERMAN ARCHITECTS P.C.
". ..the business of ARCHITECTURE." 600 LITTLE PLCO/yIC PLAY ROAD
- - ------...._- _ _...._�- -....... W. _- ..._...._..._. CUTCHO
_ -. - __
_ 04
......................... .............. ..................... ... .................................. ........................... .................... .... ........................ ............... ..... ...............-........ .............._.. .... ....... ..._.................._......... ......................................................... ... ................ .......... ....-. ...... ........ ............- .................-....... ....................... .......... CA
.... _ .- ...--. SCALE: DRAWING NO:
CUTCHOGUL, NY 11955
................................... ........ ..................... ................. ... ................... ......_...--.... ....- ... .....-........ A /IOTLD
66 EAST MAIN STREET
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-0 ,01
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 111 14 15 ILL.L
U5E E\/ERY OTHER NAIL HOLE USE EVERY OTHER NAIL HOLE �
IN A ROW TO PROVIDE TH LENGTH
IN A ROW TO PROVIDE THECODE-REQUIRED MINIMU 5/r�.�ori5TRON6-nEc5 5/1- S L5TA 36 �^M6
EMr
CODE-REQU I RED MINIMU 121, UP CENTER-TO-CENTS LENGTH GOlLED STRAP o l6'O.G. e EACH RAFTER R;0'
CENTER-TO-CENTS STM FA 5PAGING FOR NAIL
5PAGING FOR NAIL
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ed NAlLS ROOF RAFTER � - =�' i _----
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PROVIDE MINIMUM1" LENGTH iv
&1 NAILS
END D15TANCLa
WRAP PLA e oc.
EQUAL NUMBER OF R�D6E DETAIL
(51MP50N 5TRON6-TIE C5) 5PECIFIED NAIL
I. INSTALL 5TRAPPING A5 REQ'D PER IN EACH END
.b/5T BR/DtSN1ks
I.IIWALL TM M RIM�BWH KAM
THE WFCM 2001 TABLE 2.2A AND 3.3B. 1.,w"TV O,,,� �T�,�N T I. > o�.
5/hA°50N 5TRO1V6-T/F G5 GD/L�'D 57R�4P LOAD P�4TN�L�R PR�4M/N6 DPTTTa/L �uTN ,�I�I,�-T�T�v
2. WAU M M RBfiD MR n D9A MOT TmZ
MILL 57'R�APP/NG VETAILS RAPr�R TIE nj5TAlLS PER 7M PGM.2W TA"5A
MIN. 6" HOW DOW MIN. 6" �
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PROVIDE DaBLE
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CONC.no.WALL. 4' . . . TYPICAL. (2 NAlLS a
. EACH PLATE,) W 0 AN54M BOLT 8
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0
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(5/MPWN 57RON 7Xff A&J44) J015T
GOMIECC7701V DETAIL PlORGH4;9WV.V15T G4NW77ON DETAIL BAMrR?OP P547 GOMId "VV DETAIL
(SIMP ON 57RON6-7E DBnJ
PLAOR COIIGIEI:nON DETAIL R ?OP PLATr COMIEfCnON DETAIL
VECK CONNECTION t767AILS
5 I A N r� �A 5 T A P P I N S/COI N C T I O N P T L 5 EXTERI OIRI WINDOW / DOOR HEAVERS
NAILING SCHEDULE:
REIN CONC.SLAB H/NDOH SILL 50ALE = NT5 RaW OPff"R!_WREI4ENP3 FOR MVOr OPENPISS
HOTAnoN
ORPE N6 A B G D E
HINGON 5/LL 2'-0' 2 N 2X4 I I I
FLA5HIN& 4'-0' 4 N 2X4 2 2 2 D
6'-0' 6 W 2X4 OR N 2X6 5 9 5
•a . < . 0'-0' 8 (?)2X4 OR(1)2X6 5 9 5TYP PROVIDE RAFTER TO
•.� .° •< e J-HOW 10'-0' 10 (�2X6 4 4 4 KRIS ATiAGFIENI'"a
°O° •• • G G og°o0 o O �-0, 12 (�2X6 S S S �' E B KIN65 TO PALATESALOW OR RS AND
6 5/Mf'r�ON L5TA36 CAULK HERE PRIOR TO
A6 NUFE'✓i1 OF 8D NAILS AT EACH END OF STRAPPM6S
Oo • a
o �" ," �"•0 1 0 5 6•�OG�. IN5TALLlN6 J CHANNEL G.N OF fLLL HE16Ni KM6 S71a75 AT EAG1SIDE OF FE11D9t
0 . . B.KH"OF SILL 57M ON THE FLAT(DOES NOT APPLY TO DOORS)
—III—III III— I I—III—I I III—I I—I DOW E 2X6 5ILL"TE
-I 1 I—I 1 17i I I I—I I I III—I I I— I—I I I—I I I_ UTILITY TRIM D.NMER,OF W WaS EIV4 =THROUGH ADJAC&IT IONS SnA F
—I I—III I —I I I— I I I I—I IF W OF HEADER AT EACH SIDE
—I I I I I —I I I— I—I I I —I I (ASeur,F DO(e(�►�DERS)
I-NU M OF JACK STUDS AT EAOH END OF HEADERS
—I I El I I I I I—I I I I —I 1 I— (4) d NAILS 4VAS NO KMS AS
—III 2-�4 coNT -; F.NurM OF 16D NAILS END-IWIID T11ROUfiFI ADJAfj@f�JACK STUDS
(2 NAILS
EACH PLATE) S/D/N6 W/TH SNAP-LGL'K To END of SILL(5)AT EACH SIDE haoPs NOT AFFLY TO DOORS) SHow1 TYF_DETAIL LEt7
BEAR/M6 SOIL 5/6 d AM1ChKJR BOLT PIAJGH Fl15IIF_D UP INTO
®6'O.G. STAY UITLI�TRIM 1�1rIAVOW �` POOR STRAPP/N6
6 MIL Mf0/STURE BARRIER
REF. FDN. PLAN ~' �, DRAIWEPLAAE NOTE:`
OVER 5f4TH/N6
ALL.STRAPPING TO BE 1-1/45Q0 6AU6E 57EEL OR
'SIMPSON'EGI11VAl8lT-G520(OOIIID STRAP)
(ALIL STRAPPING SHALL BE INSTALLED PRIOR TO SFEAT IM)
jMa1L OP 187MOR 7HICY12 D SLAB &%WAnON)%4LLPLAOR PRAM/N15 DETAIL l l N ® ®® T l N� l L
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DATE: DESCRIPTION:
07/12/21 IRTIALrILVIG
TYPICAL DETAIL J'
CAD FILE NAME:
2104_C I
#:
NEMSCHICK SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT
the business of ARCHITECTURE." /'PENCL RUIDENCE
11/17/2020 20_2104
_.__....- ---------- _ - ._....... - __..._ -- ...... ......._ ----._..__-----_...._--- _.. - - _ AY ROAD
... .. _. ... ....... _. .. .._....... _ ------ 00 LITTLE PLCONIC
....................... ............... .................... .... ................ _... .... ....... . ....... .... CALE RARING NO
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._....._............ _...................._.... ....-_...._..__..... _............... ..... ..................... _................... ..... .............-........... ..I ............. .....- NOTED
66 EAST MAIN STREET ................
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R MOVAL Lj5OENZ�
EXI5TIN6 WALL TO REMAIN.
(2) EXI5TIN6 FOOTIN65 — — — — —_ —_
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EXI5TIN6 DOOR TO REMAIN.
n n
EXI5TIN6 DOOR TO BE REMOVED.
(3) EXI5TIN6 FOOTINC75 EXI5TIN6 WINDOW TO REMAIN.
TO REMAIN. EXI5TIN6 WINDOW TO REMOVED.
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ALL LOAD BEARING ELEMENTS UNTIL NEW 5TRUGTURE
� SEGTION OF FLOOR ABOVE 15 INSTALLED.
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SEAL: -- _ REVISIONS/SUBMISSIONS: DRAWING TITLE:
5GALE = I/4" _ /LO"
�, . '�`� DATE: DESCRIPTION:
(D
\ 07/12/21 ATIAL rLI/1G
REMOVAL CELLAR PLAN
CAD FILE NAME:
2104 A-OOP
NEMSCHICK SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
ENCE RUIDENCE 20 2104
the business of ARCHITECTURE." � 11/17/2020
00 LITTLE P- — — — ECONIC PLAY ROAD
SCALE.UTCHOQJ
.. ... DRAWING NO..
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Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com c COPYRIGHT 2021 NEMSCHCK SILVERMAN ARCHITECTS P.C. 1000 111 14 15 EL
REMOVE (2) EXI5TIN6 GOLUMN5 AND PROVIDE
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REVISIONS/SUBMISSIONS: DRAWING TITLE:
ALE
(D� 36! 114" /�-O" DATE DESCRIPTION:
07/12/21 1111TIAL PILING
REMOVAL FIR- T FLOOR PLAN
CLAD FILE NAME:
2104 A-01P
PROJECT TITLE: DATE: NSA PROJECT *:
. �EMSCHICK SIL.VERMAN ARCHITECTS P.C.
". . .the business of ARCHITECTURE." ,J•PLNCL RrY DENCL 11/17/2020 202104
L/7P�E
. .......... _ CUT
_ ...... __............................... _............ -.....R
.._ .� ._____ _... AY ROAD
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PATCHOGUE, NEW YORK 11772
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com
0 COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 111 14 15 EL
R461YOVAL L66EM�
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SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRIPTCR
07/12/21 IATIAL FILI/1G
SCALE _ 1/4" _ l'-O"
REMOVAL 2/ ) FLOOR PLAN
CAD FILE NAME:
2104 A-02P
ICE M S C H I C K SI L V E R M A N ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
the business of ARCHITECTURE." YPL/ICL RUIPMCE 11/17/2020 _
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202104
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... — .....-_ _...... ... -_ ---- ------------ - - - - - FAX ROAD
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600 LITTLE PLCONIC
- SCALE: DRAWING NO.:
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._.
66 EAST MAIN STREET - -......._........... ----- ------------- A NOTE
PATCHOGUE, NEW YORK 11772
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A2
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S 5MOKE DETECTOR
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G'O CARBON MONOXIDE DETECTOR
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MAX MAX VENTILATION PANEL. SEAL' REVISIONS/SUBMISSIONS: DRAWING TITLE:
„
DATE: DESCRIPTIOq
07/12/21 01TIAL mU11G
PROPQ/r_D CELLAR PLAN
FR01=05E� CELLAR /pk6/___/AN ,A
CARD FILE NAME:
2104 A-05P
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SILVERMAN ARCHITECTS P.C.
• the business of ARCHITECTURE." ,/•PENCE RUIDENCE
7'
17/2020
202104
..............._ ..---. G�U
- 600 LITTLE NIC PAY ROAD
............ ................... ........_ .._.... SCALE: DRAWING NO.:CUTCHOGU , Y 1195
----- _ . .. _ A NOTED-
66 EAST MAIN STREET
PATCHOGUE, NEW YORK 11772
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-5
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com o COPYRIGHT 2021 NEMSCHICK SUERMAN ARCHTECTS P.C. 1000 ill 14 15 EL
1
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211_5II DATE DESCRIPTOR
07/12/21 I/11TIAL rILl/1G
PROPO/•ED I/T FLOOR PLAN
—� A--t FR01=0_5 � )=I R5 T �L 0OR )P A N
CAD FILE NAME:
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the business of ARCHITECTURE." -(PENCE RFJIDF_/`ICE
20
202104
• _..._._—_. _ ..___ _____..__.._. _...— ___.-. - - _._ 600 LITTLE PECORC RJ Y ROAD
........................ .-... .......... _ _ _ . _.. .................. - ......................... _ _.. ...._........................ .............. .............. CUTCHOGUE, NY 11935
SCALE: DRAWING NO.:
66 EAST MAIN STREET
__. _.._ - ..__............................__.._.__ -._........_ __._.._..._. ............_.._._..... - -- - _.... _._._.......... -- Al NOTED
PATCHOGUE, NEW Y'ORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-4
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61KIY30L LE6JEAV
S 5MOKE DETECTOR
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I. ASIDE FROM ALL NOTE5 ON THI5 PLAN CONTRACTOR 15 RESPONSIBLE FOR THOROU614
REVIEW AND APPLICATION OF ALL INFORMATION CONTAINED IN 6ENERAL NOTE5.
2. CONTRACTOR TO PROVIDE 5UFFIGIENT 5TRUCTURAL 5UPPORT $ CONNECTION 8
GONNEGTION5 THROUGHOUT THE PROJECT.
3. CONTRACTOR TO COORDINATE WORK WITH ALL THE TRADE5
4. ALL DIMEN51ON5 ON THESE DRAWINGS ARE FINISHED DIMEN51ON5.
5. HOLD ALL ANGULAR AND EXTERIOR DIMEN51ON5.
6. CONTRACTOR TO NOTIFY ARCHITECT OF ANY D15GREPANGIE5 OR UNGERTAINTIE5 ON THE5E
AL16N PROP05ED RI06E EXTEN51ON DRAWINGS IMMEDIATELY.
WITH EXI5TIN6 RIDGE. B/TUTHENE ICE-GUARD FLA5HING
2'-0"MIN(75ROM EXTERIOR BUILDING 1. A51DE FROM WHAT HA5 BEEN INDICATED ON THE DRAWINGS CONTRACTOR TO PROVIDE ANY
WALL)® ALL ROOF EDGE5, 3 3 ADDITIONAL SMOKE AND/OR CARBON MONOXIDE DETECTORS ACGORDIN6 TO CODE.
480 LB. ASPHALT ROOF SHINGLES VALLEYS $ ROOF OPEN/NG5 TYP. A-8 A-8
OVER 30# FELT A5 5ELEGTED, W/ U.O.N.
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PROVIDE ALUMINUM GUTTER 4
DOWNSPOUTS
2 SEAL: ' . REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRIPTICk
07/1221 01TIAL FILOG
PROPO/'ED 2/lp FLOOR PLA/l
AN
RO/
CAD FILE NAME:
5CALE_ 1/4" = P--O"
2104 A-05P
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SILVERMAN ARCHITECTS P.C.
the business of ARCHITECTURE." ,J'PENCE RUIDENCE
11/17/2020 20_2104
_ —. _.-- .-- — - _-- 600 LITTLE P
c
.. _�...-�----________ --- UTCH—O- Gu
— AY ROAD
.. ._.......-_.... __........... _..... .. .... .................. ............_....... ..... SCALE:
_ _L---------------------R
S DRAWING NO.:
._ .... CUTCHOGUE, /lY 11955
66 EAST MAIN STREET __.. _ _ A/ NOTED
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com COPYRIGHT 2021 NEMSCHICK SLVERMAN ARCHTECTS P.C. 1000 111 14 15 EL
f
-- - - - -- --------
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— — � DUPLEX RECEPTACLE
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I
ELEGTRIGAL NOTE :
I. A51DE FROM WHAT HA5 BEEN INDICATED ON THE
WP DRAMIN65 CONTRACTOR 15 RE5PON513LE TO
PROVIDE ANY OTHER OUTLETS IN ORDER TO MEET
o o CODE REQUIREMENTS.
2. CONTRACTOR 15 RESPONSIBLE TO PROVIDE
WP - III DEDICATED OUTLETS FOR ALL ELECTRICAL
-
— — — — — — — EGUIIPMENT AND APPLIANGE5 INDICATED ON
- i ELECTRICAL DRAMIN65.
- 3. ALL ELECTRICAL OUTLET5 SHALL BE IN5TALLED
HORIZONTALL(® 18"O.G. A.F.F. U.O.N.
- 4. ALL GFI ELECTRICAL OUTLET5 IN BATHROOMS AND
KITCHEN To BE IN5TALLED HORIZONTALLY® 42"
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DATE: DESCRIPTION:
`N)�' �•l-, ��� 07/12/21 INITIAL FILI/VG
}`ai �\ 1` PROPOJED UT FLOOR POWER PLAN
CAD FILE NAME:
ll
SCALE _ 1/4„ _ /,O„
2104 A-06P
NE M S C H I C K SI L V E R MA N ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
the business of ARCHITECTURE." ,/'PF_/`ICE Rr/'IDE.NCE
1 /2020
20 2104
-- — 600 LITTLE. PE.CONIC P-AY ROAD
_.........__ _.... -.... _........ __...... ......... _... __... _- .. _...... _.._..... _................................._.... _.... .. _.............................. - ......................... ._................. ----- .._ __.. ..........._ SCALE:
CUTCI�OGUE, NY 11935
DRAWING NO.:
66 EAST MAIN STREET __._ _. - - --- - — -- - - --- ___...._ _ ......_ -_...__..... ......__.._....._...._ -- - - Af NOTED
PATCHOGUE, NEW Y'ORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-0
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com a>,COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 111 14 13 E.L
/ ® � L I &HTI N69 LE&END
O SMOKE DETECTOR INTERCONNECTED TO ALL
— — p OTHER SMOKE DETECTORS ON DEDICATED
S 5MOKE DETECTOR CIRCUIT W/ NO INTERVENING 511iITGHE5.
O SMOKE DETECTORS CARBON
MONOXIDE DETECTOR
C O GARBON MONOXIDE DETEGTOR
WALL SWITCH
4" LED
® 0- OUTDOOR WALL MOUNTED LIGHT FIXTURE
CHANDELIER/HANGING LIGHT FIXTURE
PROVIDE ANGHOR BOLTS A5 PER 2020 RE5IDENTIAL CEILING MOUNTED HANGING LIGHT FIXTURE
CODE OF NEW YORK STATE 5EGTION R403.1.6. A5
- -"'-------------- NOTED ON SHEET A-0.I Cp SCONCE
� ]C
'IL
— ® UPPER CABINET TASK LIGHT
i CEILING MOUNTED EXHAUST FAN
% I. A51DE FROM ALL NOTE5 ON THI5 PLAN GONTRAGTOR IS Fq
----------------`-- RE5PON51BLE FOR THOROUGH REVIEW AND APPLICATION OF
�� ---- ALL INFORMATION GONTAINED IN GENERAL NOTE5. GARAGE DOOR OPENER
2. GONTRAGTOR TO PROVIDE 5UFFIGIENT 5TRUGTURAL
-------------------- ,'� \�� �• •� SUPPORT 8 GONNEGTION d CONNEGTION5 THROUGHOUT THE
' PROJECT. GEILIN6 FAN
3. CONTRAGTOR T 0 COORDINATE WORK WITH ALL THE TRADES
I� 6 LED STRIP LIGHT
4. ALL DIMEN5ION5 ON THE5E DRAWINGS ARE FINISHED Q-I WALL MOUNTED LIGHT FIXTURE
1 I 1 I DIMENSIONS.
I 1
------------- \�' II i 5. HOLD ALL ANGULAR AND EXTERIOR DIMEN5ION5.
6. GONTRAGTOR TO NOTIFY ARCHITEGT OF ANY D15GREPANGIE5 L 16HTI N& NOTES
�`L i el OR UNGERTAINTIE5 ON THESE DRAWIN65 IMMEDIATELY.
�fEPKtEILING 56FFIT / I / 1 I. ALL WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
- 1+ T A51DE FROM WHAT HA5 BEEN INDIGATED ON THE PRANINC75 THE REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION
-------- `. �� i ------------__ CONTRAGTOR TO PROVIDE ANY ADDITIONAL SMOKE AND/OR AND WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
qT GARBON MONOXIDE DETEGTOR5 ACGORDIN6 TO GODE.
/ NEW GEILIN6 5OFFIT 2. CONTRACTOR SHALL VERIFY ALL GEILIN6 HEIGHTS AND CEILING
________ PLENUM CONDITIONS FOR CLEARANCE OF LIGHTING AND OTHER
--- '� CEILING OBTRUSIONS TO ASSURE THE FINISHED CEILING'S HEIGHT.
ANY P15CREPANOY SHALL BE BROUGHT TO THE ARCHITECT'S
ATTENTION IMMEDIATELY. ALL FIXTURES SHALL BE SET FLUSH
WITH CEILINGS.
7
5. ALL SWITGHE5 TO BE ON A DIMMER EXCEPT
FOR THE CLOSETS
/ I I \
A 4. ALL INTERIOR LIGHT SWITGHE5 TO BE INSTALLED 40" A.F.F. TO
I LED (
(89 CENTERLINE OF SWITCH AND 6" FROM DOOR EDGE TO
La OPEN TO ABOVE D
11 CENTERLINE OF SWITCH UNLESS OITHERWISE NOTED.
D 04 FAUX ROOF RAFTER WU ILIN6 TIE.5EE INTERIOR RE ATION5, 1
5. FOR BATHROOMS THE LIGHT SWITGHE5 HEIGHT WILL BE SPECIFIED
CATI1 CATI1
G T
\ AFTER THE COMPLETION OF I
1 /'1 CEILIN CEILING I LE SETTING DESIGN
WOOD PLANK 5HEATHING TO BE I I �\ I �\ I (6. IN THE KITCHEN AREA, PROVIDE LIGHTS UNDER ALL THE UPPER
INSTALLED AT ENTRY WAY GEILIN6. `LED (8') CABINETS
-- i FINAL SPEC BY INTERIOR DE5I6NE X G T . OR TO /
/ 1 1 , m h / 1. WHERE MORE THAN ONE SWITCH OCCURS IN THE SAME LOCATION,
THE SWITCHES SHALL BE INSTALLED IN GANG TYPE BOX, UNDER
I ; I ONE COVER PLATE
_ I
PROVIDE 50LID BLOGKIN6 BETWEEN 8. HEIGHTS OF ALL WALL SCONCES SHALL BE INSTALLED
LED (8') ` ROOF RAFTERS IN GEILIN6
_ S zz - —— — — — — —— ——— ASSEMBLY. AT GEILIN6 TIES 5EE ACCORDING TO ARCHITECTS SPECS.
_-_ _ PRO OIEI 'FAM ROOF RAFTER W/G ILIN6 TIE.5EE INTERIOR REVATION5I SECTIONS FOR ADDITIONAL INFO.
rzzzzzziI a. ALL FIXTURES TO BE SELECTED BY OWNER.
1
I I 11 I i I 10. ALL WALL SWITGHE5 LOCATED AT DOORS SHALL BE INSTALLED
P D GEILIN TII''� � TIONS. ` � 1\
- - - - - -_ - - - - - —
`` I � I / ON THE STRIKE SIDE OF THE DOOR.
/ 1 \\ LED (a) I II. CONTRACTOR SHALL FURNISH AN
/ CATI1 CATH I - - - - - - - - - - -
-et TLING CEiI_�v�-,, , I ��PROP05EDIFAUX ROOF RAFTER W/G ILI%TIE.51E INTERIOR ELEVATION5I 1
1D INSTALL ALL LAMPS/BULBS.
� i�\ � I `� 12. ALL DECORATIVE LIGHTING FIXTUiRES WILL BE PROVIDED BY 1\ 41 , 1 FAUX RAFTERS/GOLLAR TIES. 5EE OWNER.
LED (107— _ _ _ _ _ _ _ _ _ I \\� \� I INTERIOR ELEVATIONS AND 5EGTION5
Pi,OPO5ED EILIN TIE. SEE 5EGTION5. ��L�D (a.) i FOR MORE INFO. 15. ALL CEILING WORK SHALL BE COORDINATED WITH THE WORK OF
I i I EXI5TIN6 GEILIN6 —— —— — — —— — — — I OTHER TRADES.
J015T5 TO BE PU05ED FAUX ROOF RAFTER WIG ILIN6 TIE.5EE INTERIOR ELEVATI0N5i �� PROVIDE Ix6 NIGKEL GAP AT
,Jv, I w REMOVED. KEEP CATt1 CATI1 �}I GEILINGS. FINISH BY OTHERS. 14. ASIDE FROM WHAT HAS BEEN INDICATED ON THE DRAWINGS
EXI5TIN6 GEILIN6 I CEILING CEILING
I CONTRACTOR TO PROVIDE ANY ADDITIONAL SMOKE AND/OR
\SLED (Io') i J015T5 ®48"O.G. a �� CARBON MONOXIDE DETECTORS ACCORDING TO CODE.
_ — — — — — — — — — — — _ �_Fo5m
FAUX ROOF RAFTER W/G ILIN6 TIE.5EE INTERIOR ELEVATIONS
PROPOSED GEILIN TIE. SEE 5EGa IONS.
ir
PROVIDE SOLID FOOD
PROPOSED GEILIN TIE. SEE GTION5. I BLOGKING BETWEEN
ROOF RAFTERS IN
GEILIN6 A55EMBLY. AT
GEILIN6 TIE5. 5EE
5EGTION5 FOR
ADDITIONAL INFO.
1 I 1
11 I 1
U U
\I EQ. EQ. Q. 2
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRIPTOR
07/12/21 MITIAL FILOG
PROPO/T-D VT FLOOR RCP
r CAD FILE NAME:
2104 A-07P
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SILVERMAN ARCHITECTS P.C.
the business of ARCHITECTURE." ,/'PF_ cr- RF�'IDE/`ICE
1 /2020
202104
--— - _ -... - -------- - ---- ----..__...-- _._. -- _ ........_... ..... ------- - - - _- -� - -- - - --- ---- 00 LITTLE PCCONIC PLAY ROAD
- - _....... .... _. ..... . . .._... ...... _ .............. ......... _.._ .-- - ----- SCALE: DRAWING NO.:
CUTCHOGUE, NY 11955
66 EAST MA
Al/1OTED
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COi 2021 NiSli ARCHTECTS 1 1000 111 14 15 E.L 11
TOP OF RIDGE
N
� O
O
TOP OF RIDGE
480 LB. ASPHALT ROOF SHINGLES _
OVER 30# PELT A5 5ELEGTED, W/
N LIFETIME WARRANTEE. (TYP. U.O.N)
--
-
- - — -- --
5ECOND FLOOR - _. .._..... ..
......................_.............._....
.....................__......................._.................................._.............
PAINTED CEDAR TRIM
(COLOR A5 SELECTED)
__ _......._.._..._._.................._....._...-. /
aTYR ......... .....................................-............................................- ......................_..................... ....................... .......................... /
`o I" X 6" PAINTED CEDAR .._--..............................................._......................__ / ---__
.-......................._..................-- - -- _._..__.__._..__.... _ _ _....
SHIP-LAP 51DIN6 _------------
GOLORA5 5ELEGTED ..............._._......................._._.....---------------......._._.......-.- \ .........__._................................................
_ __......._.. I" X 6" PAINTED GEDAR
\ 5HIP-LAP SIDING
FIRST FLOOR ...................................
(GOLOR A5 5ELEGTED)
........._.........._........... .......................... TYP
G E
NEW AZAK SQUARE COLUMN
' WRAP OR ARGHITEGT
m I APPROVED EQUAL TO BE
MIN. FOOTING DEPTH
a� IN5TALLED AT (2)NEW P05T5
HIGH CELLAR FLOOR
LOW CELLAR FLOOR
NOR TION
SCALE _ 1/4" _ P-O"
TOP OF RIDGE
51NGLE STORY ADDITION
AF RIDGE EXTENSION 480 LB.OVER 30 FELT A5 E T ROOF IA5 5ELEGT D,LW/
LIFETIME WARRANTEE. (TYP. U.O.N)
..... ....._.........
12
--
-� ---
_ ...........- ..................._............._.............._............
............__.—._....__-----__-
SECOND FLOOR __..................__._..---------
............................................................................ ..-............................._....................._.........._..._....__................._....._.---._...._------.
......................._._..........................1.............._..........._..................... ........... ......._................_....._.......__............... _ . PAINTED GEDAR TRIM
..........__--_._----.-_.._ ----- (COLOR A5 SELECTED)
................................................................................................---......................._...
_..__._.... ._........._....._.�.............. ......_..
_.-..................__........_................_........_..................-.........._.. ............................. ......._..--_..... I" X 6" PAINTED GEDAR
..............................................................................................._....-.__-................................---............................--.._-_.......... SHIP-LAP 510IN6
(GOLOR A5 5ELEGTED)
........................................ ....... ................................................. -...........-......_.................................................._....._--............... IYR
F/R5T FLOOR _. _ _.....___-.-------..........__ _....-----------._--..._.._......_...._____-----....----___......_...
GRADE
,GALE _ l/4" = l'--O" in I SEAL: - REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE DESCRIPTION:
/
07/1221 V1ffIAL rlunG
HIGH CELLAR FLOOR ,;' �� - � PROPO,/'ED NORTH AND
— — — — — — — — — — — — — — — EA/T f LEVATIO/11-f
~s
LOIN CELLAR FLOOR
CAD FILE NAME:
2104 A-08E
C+ PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK �)ILVERMAN ARCHITECTS P.C.
the business of ARCHITECTURE." ,. _NCE RF�'ID�/�ICE.
11/17/2020 202104
_—._.___.__._ _ .....- E PECORC
____......... ....... ._...... _ _ .�.. __............._..... _.__............- _-. - .._.... ...._.. _....._....._.._........ _._....__....._..........._.._..�.. _. - - - ......... -- -- -- — PLAY ROAD -_. ALE: DRAWI
CUTCH000E, /1Y 11955
66 EAST MAIN STREET _-------------- ------------.......... --- ------- -- - ......._.... _ — .... __..._...... _ _ - AV NOTED
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-8
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com
c COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 111
14 15 E.L
L A6
LLd
TOP OF RIDGE
12
N II ----------._..._.....
--
...... . .... ................................................
-....._....................................................................
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..........
.... ...................................................... .. -. ...........................
................................. ....................................
5E60N9 FLOOR ....
..............._._. ---------------------
.....................................
t`
........................ ...........................
............-.........
IUl LLI ............------------l=------------------------
FIRSTFLOOR .......................................... ....................... ..............
............. .._.....................
G
m I I I I I
M/N. FOOTING DEPTH
u� HIGH CELLAR FLOOR I" X 6" PAINTED CEDAR
5HIP-LAP SIDING
(COLOR A5 5ELEGTED)
LOW CELLAR FLOOR -gyp
5 /A TI®l
i
56ALE_ 1/4"
TOP OF RIDGE
AH
.._.........._....._..._...
---......--................-.....................
�LLJIJ ILL.1 .................
jk 5EGOND FLOOR :=T.
EXI5TIN6 5EGOND FLOOR
DECK AND RAILING TO
.-...---..................... REMAIN. 5HORE A5
.................................._... REQUIRED FOR NEW BEAM
-------------------------- IN5TALLATION.5EE
F/R5T FLOOR - --- FLOOR PLAN5 FOR MORE
_........._ INFORMATION.
GRADE
-50V/rrl-71 ELEVATION
to I SEAL: _. REVISIONS/SUBMISSIONS: DRAWING TITLE:
SCALE = 1/4" - l'-O" DATE: DESCRIPTION:
HIGH CELLAR FLOOR I o7ii2ai nITIAL FILI/VG PROPOJED WFJ T A/yD
— — — — — — — YOUTH ELEVATIOff
LOIN CELLAR FLOOR
CAD FILE NAME:
2104 A-09E
' PROJECT TITLE: DATE: NSA PROJECT #:
IVEMSCHICK SILVERMAN ARCHITECTS P.C. JFCACE
the business of ARCHITECTURE." 600 LITTLE PECO/NIC PLAY ROAD
E 11/17/2020 20 2104
......................
:ALE: DRAWING NO.:
.._ CUTCHOGUE, /IY 11955
66 EAST MAIN STREET A/'NOTED
PATCHOGUE, NEW YORK 11772
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-9
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRIGHT 2021 rEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 111 14 13 EL
PROP05ED 1 5TORY ADDITION
OP05ED RIDGE EXTEN51ON HURRIGANE STRAPPING 5EE
EXISTING I STORY RE5IDENGE A-0.2 FOR MORE INFO.
NEW ROOF. SEE ROOF A55EMBLY:
Ak
AL16N RIDGES
TOP OF'R/DGE
CONSTRUCTION PLANS. � CELL NSULA OON ANDIRR2Q5 CLOSED
TOP OF R/DGE
GONTINUOU51-Y VYNL - - - FIBERGLASS BATT INSULATION MIN.
SOFFIT (TYP) „ „ c A -
MIN.,�" PLYWOOD EXTERIOR
12 5HEATHING, #30 FELT W/480LB
'` I I A5PHALT 5HIN6LE ROOFING
ROOF ASSEMBLY:
2XI0 R.R. ®I6O.G. }} ; : W/LIFETIME WARRANTY. (TYP)
�- W/3 R-195 CLOSED
m CELL INSULATION AND R-21 FIBERGLASS } ` ASPHALT SHINGLE ROOF OVER30
BATT INSULATION, �" PLYWOOD EXTERIOR EXI5TIN6 GEILIN6 J015T5 TO BE
LB ROLL ROOFING FELT PAPER
t` 5HEATHIN6, #50 FELT W/480LB A5PHALT REMOVED. KEEP EXISTING GEILIN6
GEILIN6 ASSEMBLY: ��� .
BITUTNENE ICE-GUARD FLASHING
J" GYP'. BD. GEILIN6 SHINGLE ROOFING W/LIFETIME JOISTS ®48"O.G. 5EE RGP A-7 FOR W/2X I O GJ ®16"O.G. WARRANTY. (TYP) MORE INFO. +f 2-0„MIN(FROM EXTERIOR BUILDING
r' WALU®ALL ROOF EIJG ES,
ah. .
�v GE/L/NEB HEIGHT VALLEY5 $ ROOF OPENIN65 TYP.
= NEW TOP PLATE ,, ..
U.O.VIDE ALUMINUM GUTTER 8
EXI5TIN6 TOP PLATE DOWN5POUT5
NEW 2x6 WD FAUX RAFTERS. 5EE RGP GONTINUOUSLY VYNL SOFFIT(TYP)
ON SHEET A-7 FOR MORE INFO.
® HURRIGANE STRAPPING 5EE
c j NEW BEAM 5EE GON5TRUGTION A-0.2 FOR MORE INFO.
In PLANS. � ,, I,
NEW 2x6 HD FAUX RAFTERS. 5EE RGP
>` ON SHEET A-1 FOR MORE INFO.
I
PROVIDE BLOGKIN6 AT�RD 5PAN5 PROVIDE BLOGKING AT OD 5PAN5
F/R5T FLOOR FLOOR A55EMBLY: ALIGN F.F. FL
PLY ND FLOORING OVER 2XI0 FJ FIRST FLOOR , '
GRADE FLOOR A55EMBLY:
. r . �,,,� Y,,y; ,, ;,Y.,,, -,-;'., -1,y�r:;� ,'.,, . ,. , y , , , r �" PLY WD FLOORING OVER 2XI0 FJ
®16"O.G. W/R-30 KRAFT FAGED GRADE y ®I6"O.G. W/R-IQ FIBERGLASS GATT
FIBERGLASS GATT INSULATION MIN. my
INSULATION MIN. (TYP)
(TYP) EXI5TIN6 2X8 F.J.
4 - - - - - - - - - - - - - - - - -- - - - - - - - 8" POURED GONG. FOUNDATION WALL W/(I) O TO REMAAN 8" POURED GONG. FOUNDATION WALL W/(I)
#4 BAR WITHIN 12" OF TOP OF WALL 4 (1) #4 `� — — — — —
NEW FOOTING
_ BAR ® MIO-HEIGHT OF WALL ON 8 XI6
BAR ® MIO-HEIGHT OF WALL ON 8"XI6" NEW FOOTING �. ;
POURED GONG. FOOTING W/2X4 KEY WAY POURED GONG. FOOTING W/2X4 KEY WAY
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5EE PLAN5 FOR MORE INFO..
NEW 51MP50N H2.5A AT EAGH RAFTER.
NEW 5IMP50N RAFTER HANGER AT LINE OF ROOF BEYOND AGK EXISTING ROOF RAFTERS. ROOF ASSEMBLY:
EACH RAFTER. ,�
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KI T-CHEA/ 55C T/ON � DATE:SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
� � TIOl �/ DESCRIPTIOR
07/1221 IMITIAL nLIIG
SCALE _ 1/2" _ l'--O"
SCALE= 1/2° _ l'-o° % PROPO/112J .CTION/'
CAD FILE NAME:
2104—A-1 Q/'
NE M S C H I C K ;SI L V E R MA N ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT *:
the business of ARCHITECTURE." YPEPICE. RUIPEACE 11/17/2020 202104
-- ITTLE PECONIC PLAY ROAD
- - - ---- SCALE: DRAWING NO.:
CUTCHOGUE., /V 11955
66 EAST MAIN STREET _ .. _..__........ _.. - __.._ _...._ __. .... ---- _---—......--- -- _._ - _ AJ NOTED
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com
®COPYRIGHT 2021 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 111 14 15 EL A- 10
(OL) Fz e� C.-I �4 E� L� L� E�� L) L� EE
NO. FROM / TO UNIT DIMEN51ON MANUFAGTURER / MODEL DOOR GLAZING MUNTIN5 FRAME GOLOR REMARKS I.D. MODEL UNIT 51ZE (WxH) MANUFACTURER / MODEL GLAZING MUNTIN5 FRAME HEAD HEIGHT (HH) COLOR REMARKS
00/ 5T4/R/CELLAR 3'-0"x 6'--8" TRU5TILE/51N57LE PANEL 50LID WOOD PRE-HUNG WOOD CHAR60AL I-HR FIRE RATED A CA5EMENT 2'-O"x 3'-6" LOEWEN/MARROW 5TILE LoE272-189 2 X 2 ALUM. GLAD H/HOOD 7'-O"A.F.F CHARCOAL
B CA5EMENT 3'-O"x 4'--8" LOEWEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. CLAD W/HOOD 7'-O"A.F.F CHARCOAL EGRE55
/00 DIN/N6 ROOM/REAR DECK 3'-0"x T-0" LOEhEN/NARROW 5TILE ALUM GLAD, WOOD W/6LA55 FU/L LITE,LoE272-16q 2 X 2 ALUM. GLAD H/WOOD CHARCOAL G CA5EMENT 3'-05(4'--6" LOEhEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD W/WOOD I'-0"A.FF CHARCOAL EGRE55
101 OMIT
D CA5EMENT (3)2-4"x 4'--6" LOEhEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD H/HOOD T-0"A.F.F CHARCOAL
102 HALLWAY/OFFICE 3'-0"x 7'-0" TR05TILE/51N57LE PANEL 50LID CORE PRE-HUNG WOOD BY INTERIOR DE5/67NER E DOUBLE HUNG 3'-O"x 3'-O" V.I.F. LOEWEN/NARROW 5TILE LoE272-16q 212 ALUM. GLAD W"D NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OPEN/NO
103 OFFICE/BATHROOM 2'--6"x 7'--O" TRU5TILE/5/N55LE PANEL 50LID CORE PRE-HUNG WOOD BY INTERIOR DE5/65NER F 645EMENT 2'-4'x 4'-0" VLF. LOEhEN/NARROW 5TILE LoE272-15q 212. ALUM. GLAD W/",9 NO CHANGE CHARCOAL NEW WINDOW IN EX15T. Of
104 HALLWAY/BATHROOM 3'--O"x 7'-0" TRU5TILE/5/N55LE PANEL 50LID CORE PRE-HUNG WOOD BY INTERIOR DE5/6NER 6 CA5EMENT 2'-4'5(4'-0" V.I.F. LOEhEN/NARROW 5TILE LoE272-169 212 ALUM. CLAD H/HOOP NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OPENING
10.5 CL05ET/ENTRYWAY 2'-6"x 7'-0" TRU5TILE/5/N5LE PANEL 50LID CORE PRE-HUNG WOOD BY INTERIOR DE5/6NER H CA5EMENT (2)2'-6'X 3'-4" LOEWEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD W/WOOD T-O"A.FF CHARCOAL
/06 MEDIA ROOM/BEDROOM 3'-0"x 7'-0" TRU5TILE/5IN57LE PANEL 50LID CORE PRE-HUNG WOOD BY INTERIOR DE5/6NER I CA5EMENT 0)2-4'x 4'-6" V.I.F. LOEhEN/NARROW 5TILE LoE272-169 2 X 2 ALUM CLAD W"D NO CHANGE CHARCOAL NEW W/NDOH IN EX15T. OPENING
I07 BEDROOM/BATHROOM 2'-6"x 7'-0" 7RU5TILE/5/N55LE PANEL 50LID CORE PRE-HUNG WOOD BY INTERIOR DE5/6NER J CA5EMENT (2)2'-6'X 3'-4" LOEHEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD W/WOOD T-O"A.F.F CHARCOAL
I06 BEDROOM/CLO5ET 2'-6"x T-0" TRU5TILE/5/NGLE PANEL 50LID CORE PRE-HUN6 WOOD BY INTERIOR DE51ONER K CA5EMENT (2)2'-6"X 3'-4" LOEhEN/NARROW 5TILE LoE272-169 2 X 2 ALUM. CLAD H/WOOD T-0'A.FF CHARCOAL
IOq KITCHEN/51DE PAT/O 6'-0"x 7'-O" LOEhEN 5/N57LE 5LIOER 2 HIDE DOOR/NARROW 5TILE ALUM GLAD, HOOD W/GLA55 FULL LITE,LoE272-169 2 X 2 ALUM. GLAD W/HOOD CHARCOAL L CA5EMENT /L/015(3'-6" V.LF. LOEWEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EX15T OPENING
1/0 LIVING ROOM/REAR DECK q'-q'x 7'-0" LOEhEN DOUBLE 5LIDER 4 HIDE DOOR/NARROW 5TILE ALUM GLAD,WOOD W/6LA55 FLUL LI M LoE272-16q 2 X 2 ALU4 GLAD W/WOOD CHARCOAL M CA5EMENT 2'-4"X 3'-4" LOEWEN/NARROW 5TILE LoE272-16q 2 X 2 ALU4 GLAD W/WOOD 7'-O'A.FF CHARCOAL
1/l D/N/N5 ROOM/REAR DECK I4'-5'x 7'-O" LOE hEN DOUBLE 5LI5ER 4 HIDE DOOR/NARROW 5TILE ALUM GLAD,WOOD H/C-LA55 RVL LITE,LoE272-16q 2 X 2 ALUM GLAD W/HOOD CHARCOAL N CA5EMENT 2'-4"X 3'4" LCEIAEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD H/WOOD T-0"A.F.F CHARCOAL
112 OFFICE/REAR DECK q'-q'x 7'-0" LOEWEN DOI BLE 5LIDER 4 HIDE DOOR/ NARROW 5TILE ALUM GLAD,WOOD W/GLA55 FAIL LI M LoE272-16q 2 X 2 ALUM. GLAD W/WOOD CHARCOAL O CA5EMENT 1 L10'x 3'-6" VLF. LOEHEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD H/"D NO CHANGE CHARCOAL N51 WINDOW IN EX15T. OPENING
113 FRONT ENTRY/EXTERIOR 3'-0"x T-0" LOEWEN EXTERIOR 5W/N6 DOOR H/5/DELITE5/NARROW 5TILE ALUM CLAD,HOOD H/GLA55 3/4 LITE;LoE272-18q 2 X 2 ALUM. GLAD W/WOOD CHARCOAL P FIXED 2'-4'X 3'-0" LOEhEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM CLAD W/WOOD 3'-0"A.F.F CHARCOAL
114 GL05ET/B4 TH?OOM I'-4"x 7'oil TRUSTILE/5/N55LE PANEL 50LID CORE PRE-HUNG WOOD BY INTERIOR DE5/6NER Q FIXED 3'-4'X 3'-O" LCEHEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM GLAD H/"D 3'-0"A.F.F CHARCOAL
115 CL05ET/HALLH4Y 2'-4"x 7'-O" 7RU5TILE/5/N57LE PANEL 50LID CORE PRE-HUNG WOOD BY INTERIOR DE516NER R FIXED 3'-0"X 3'-0" LOEWEN/NARROW 5TILE LoF272-16q 2 X 2 ALUM GLAD W/WOOD 3'-0'A.F.F CHARCOAL
5 CA5EMENT (2)3'-0'5(4'-0" LOEWEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM GLAD W/WOOD 7'-O"A.F.F CHARCOAL LONER SILL HE16HT A5 REOV
200 5TA/R/MA57ER BEDROOM 2'-6'x 6'-6" VLF TRU5TILE/5/NC-LE PANEL SOLID CORE PRE-HUNG WOOD BY INTER/OR DE5/67NER T DOUBLE HUNG /'-/015k 3'-0" V.I.F. LOEWEN/NARROW 5TILE LoE272-16q 212 ALUM GLAD H/WOOD NO CHANGE CHARCOAL NEW H/NDOW IN EX15T. OPENING
201 M45TER BEDROOM/CL05ET 2'--6"x 6`-6" V.LF. TRU5TILE/5/N57LE PANEL 50LID CORE PRE-HUNG WOOD BY INTERIOR DE5/67NER U DOUBLE HUNG 3'-0'x 3'-0" V.I.F. LOEWEN/NARROW 5TILE LoE272-16q 212 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EX15T. Of
202 MA5TER BEDROOM✓GL05ET (2)2'-6"x 6'-6" VLF. TRU5TILE/5INGLE PANEL SOLID CORE PRE-HUNG WOOD BY INTERIOR DE516NER V FIXED - CIRCLE 2'-O"DIA. V I.F LOEWSN/NARROW 5TILE LoE272-16q 2 X 2 ALW GLAD W/HOOD NO CHANGE CHARCOAL NEW WINDOW IN EXI5T. OPENING
203 MA5TER BEDROOM,-,CL05ET (2)2'-6`x 6?LO" V.I.F. TRU5TILE/5/N6LE PANEL 50LID CORE PRE-HUNG WOOD BY INTER/OR DE5I67NER W FIXEP 2'-O'X 6'-6" LOEHEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW H/NDOW IN EX15T. OPENING
204 MA57ER BEDROOM/OFFICE 2,6"x 6,6" VLF 705TILE/5/NGLE PANEL SOLID CORE PRE-HUNG WOOD Br'INTERIOR DE5/6NER X FIXED - CIRCLE 2'-O"DIA. VLF LOBWEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM CLAD W/WOOD NO CHANGE CHARCOAL NEW H/NDOH IN EX15T. OPENIN6
205 OFFICE/MA5TER BATHROOM 2'-6'5(6'-6" V I.F TRU5T/LE/5/N57LE PANEL 50LID CORE PRE-HUNG WOOD BY INTERIOR DE5/6NER Y CA5EMENT (3)2Lb"x 4'-6" LOEWEN/NARROW 5TILE LOE272-16q 2 X 2 ALUM. GLAD H/"D NO CHANGE CHARCOAL LONER SILL HEIGHT A5 REOV
206 MA5TER BEDROOM/DECK 2'-6'x 6'-6" V.I.F. LOE WEN EXTERIOR 5H/N57 DOOR/NARROW 5TILE ALUM GLAD,HOOD W/6LA55 RVL L I M LoE272-16q 2 X 2 ALUM. GLAD W/HOOD CHARCOAL Z DOUBLE HUNG 2'-6'5(3'-10" V I.F LOEhEN/NARROW STILE LoE272-16q 212 ALUM CLAD H/"D NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OPENING
AA DOUBLE HUNG 2'-6'x 3'-10" V.I.F. LOEWSN/NARROW 5TIL.5 LoE272-16q 212 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OPE NIN6
AB DOUBLE HUNG 2'-6'5(3L/O" V.I.F. LOEHSN/NARROW 5TILE LoE272-15q 212 ALUM GLAD W/WOOD NO CHANGE CHARCOAL NEW H/NDOW IN EX15T. OPENING
4" THRU ROOF AC DOUBLE HUN6 2'-6'5(3'-/0" V.L.F. LOEhEN/NARROW 5TILE LoE272-/6q 212 AL GLAD H/HOOD NO CHANGE CHARCOAL NEW HINDOW/N EX15T. OPEN/N6
AD FIXED (2)2'--O'X 2'-0" V F. LOEWEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM GLAD h(/WOOD NO CHANGE CHARCOAL NEW W/NDOW IN EXI5T. OPENING
AE FIXED (2)2'-O"X 2'-0"V.LF. LCEWEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EXI5T. OPENING
AF FIXED (3)2'-0W 2'-0" V.LF. LOEHEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW 1N EX15T. OPENING
2" V AG FIXED (3)2'-O'X 2'-0" V.LF LOShEN/NARROW 5TILE LoE272-15q 2 X 2 ALU4 GLAD W/h11OOD NO CHANGE CHARCOAL NEW WINDOW IN EXI5T. OPENING
AH FIXED (3)2'-0"X 2'-0" V.LF. LOEWEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OPENING
EX/STING MA5TBR BATH
(NO GHANGF) T I I
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I I II
NOTE: ALL 6LAZIN6 5HALL MEET WINDBORNE DEBRIS REQUIREMENT5 PER THE BUILDIN6 GODS OF NY5.
1112 V I11/2 V I11/2 V I11/2 V Il1/2 V WINDOWS BY CONTACT:
I I 4" THRU ROOF ..
I I I I I 4" THRU ROOF RQQf= NOTES:
P3103.1 ROOF EXTEN510N.
OPEN VENT PIPE5 THAT EXTEND THROU6H A ROOF 5HALL BE TERMINATED NOT LE55 THAN 6
LAV I LAV ( INGHE5 (152 MM) ABOVE THE ROOF OR 6 INGHE5 (152 MM) ABOVE THE ANTICIPATED 5NOW
AGGUMULATION, WHIGHEVER 15 6REATER.
- NR lP3103.2 FR05T GL05URE.
TUB I 2„ V I 2ND FLOOR WHERE THE 97.5-PERGENT VALUE FOR OUT5IDE DE516N TEMPERATURE 15 OAF (-IS6G) OR LE55,
VENT EXTEN51ON5 THROUGH A ROOF OR WALL 5HALL BE NOT LE55 THAN 3 INGHE5 (76 MM) IN
2"
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G.O. 2" 2" 2" [it I I ( (304.8 MM) IN51DE THE THERMAL ENVELOPE OF THE BUILDING.
3"
I SIZE Or- 7RAP5 r-OR FLUMS I NO F I XTUREB
PLUMBING FIXTURE MIN. TRAP 51ZE
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BATHRM (WITH OR WITHOUT 5HOk,ER HEAD AND/OR WHIRLPOOL ATTAGHEMENT5) I Y2
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1 Y4
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ll/2V I lI/2V I1112V I Il/2V Ill/2V 11112V III/2V
FRZ. LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1 Y2
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ST FLOOR MORE THAN 5.7 P6M UP TO 12.5 GPM 2
MORE THAN 12.5 GPM UP TO 25.8 GPM 3
I2" 2,� 2„ 2„ MORE THAN 25.8 GPM UP TO 55.6 GPM 4
2" 2" 2" G.O.
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
D yF� DATE: DESCRPTION:
4 �' WINDOW AND DOOR/Cf�EDULFJ
n /1�„� ��.��,�,_ /„ '\ 07/12/21 I/11TIFaL FILING
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NEMSCHICK SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
the business of ARCHITECTURE." -fPENCE RF/'IDE/yCE
11/17/2020 20_2104
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07i12/21 ATIAL FiunG
DINING ROOM INTERIOR LLLVATION,./'
CAD FILE NAME:
2104 A-121E
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SiILVERMAN ARCHITECTS P.C.
the business of ARCHITECTURE." „/'PENCE RFt/'IDE/`ICE 11/17/2020 20_2104
SCALE: DRAWING NO.:
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66 EAST MAIN STREET __---------- ---.--_-_.___-..---_ AJ NOTED
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A- ] 2
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRIGHT 2021 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 111 14 15 LL
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07/12/21 I711TIAL rILI/VG
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66 EAST MAIN STREET' _ _..._........ _ ............. ............._ _
PATCHOGUE, NEW YORK 11772 SECTION: BLOCK: LOT: DRAWN BY: A- 15
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 9 COPYRGHT 2021 NEMSCHICK SLVERMAN ARCHITECTS000 111 14 15 EL
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KITCHEN DE516NER (TYP) KITCHEN GABINET5 TO BE KITCHEN DE516NER(TYP) KITCHEN GABINET5 TO BE PROVIDED BY OTHERS
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CAD FILE NAME:
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NEIVISCHICK S)ILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT
the business of ARCHITECTURE." YPUICL RUIPUICL 11/17/2020 202104
(500 LITTLE Pr-CO/11C F)AY ROAD
......................... --------------- .................. ............................. ........................ ..................... ....................... ------------- ----- ............ ................................ ........................................................... ................................. ................ ................ ................. .................................... .... ............ ...... .................. SCALE: DRAWING NO.:
CILITCHOGUL, IV 11955
66 EAST ------------ ------------ ----- ......... Af/IOTC-I?
PA CHOGUE, NEWY0RK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com c COPYRIGHT 2021 NEMSC"CK SILVERMAN ARCHTECTS P.C. 1000 111 14 15 EL