HomeMy WebLinkAbout46661-Z � TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 46661 n n Date: 8/6/2021
Permission is hereby granted to:
Sp. q!gp,..Sheila
_... ..........I ._- w._ww.......... �w �.....__.. __...,v._..... ......�_.
21 Eu22nd St App 12B _...�
_..........�_. .__......... -____ .... w
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., Cutchoguew ............._ . _........
SCTM # 473889~
Sec/Block/Lot# 111.-14-13
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
ding Inspector
� �`���� �M TOWN OF SOUTHOLD—BUILDING DEPARTMENT
. - Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1$02 Fax (631) 765-95021:aft:. 'g g
Date Received
APPLICATION u,,,, INS BUILDING PERMITG n
..
For Office Use Only � IK
2021
PERMIT NO, _mm Building frsiaectcr.
Applications and forms must be filled out in their entirety. Incomplete PFJT1,DTNG HP
applications will not be accepted. Where the Applicant is not the owner,an r-yN,�-C)!,7
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, Cutchogue, NY 11935
CONTACT PERSON:
Name:Ray Nemschick
Mailing Address:66 East Main Street, Patchogue, NY 11772
Phone#:631-921-5701 Email:r,nemschick@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 No Will excess fill be removed from premises? ❑Yes _ No
1
I
f
I
.__...._. .... �._._. . „............
PROPERTY INFORMATION
Existing use of property:Single Family Intended use of property:Single, Family�
Zone or use district in which premises is situated: Are there any covenants and restricItions with respect to
property?r„
R-40 this ❑Yes *No IF YESPROVIDE A COPY.ig
Check BOX After Reading. The owner/contractor/design professional is responsible for all drainage and storm waa4er issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Perm'I pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construct,ion of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordmances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law..
j
Application Submitted BY(Print name): Ra Nemschick
RAutftOri ed Agent El Owner
Signature of Applicant., Date:
_
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Ray Nemschick . being duly sWIOrn, deposes and says that(')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 an to make and file this
application;that all statements contained in this application are true to the best of his/her know edge 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
Heg.No.01S14917025
Oualified in Sutfoilk County
i res
—ALAay ofo fn fr3 ,January�,
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AUTHORIZATION
(Where the Applicant is not uu.,,OwwwO
µ ,.
m m�tt�dproperty�: � " resid.gn t !6'00 Little F.Ieco li Road
(Mail 6%,A ddress)
C. t u , NY 11935 ��erel°-) utho i e Ray schic
_ . .. .... .... .........
( em
to,apply on iny lxhalfto the
IN
10
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Abate)
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New- rs� tAte e r s , rwtrwent lConservation
;Divisloh P rpt
of hviro
71� Ekiri 0-3CIP" .., °'�
11760-23W
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16mas Cava agh
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"Fest tl'1 St. apt 10�
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. w 10024
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.e -C v nagh property
.4. Little Peco., c Bay leo d Cutm. � e tihogue ,.
SCTM# 1000-111-1413
. . .C5/0000 . _PC
-
e Mr..Cavanag
Ba d on`the inf
ormtion you have submitted,the New York State Department of Environmental Conservation
Baas'detennined t.
The property landward of the bulkhead greater than-100'in length,constructed prior to 8/20/77'as shown on
AerogLaphics os tf - t 4/6/76
is beyond the jurisdiction of Article '(Tid l Wetlands).
Therefore,in accordance withythe current Tidal Wetlands Land Use regulations NYCE Pert 661)no permit
is required under the Tidal Wetlands Act-. Pleasebe advised,however,wthat no construction,sdimentation,or
disturbance of any kind naay take place seaward of the tidal wetlandsjurisdictional boundary,0 indicated
above,without a permit. It is your responsibility to ensure that all necessary precautions. re taken to prevent
y sedimentation or other alteration or disturbance to the ground surface or vegetation within nidal Wetlands-
jurisdiction which may result from your project. Such precautions may include maintaining adequate work
area the tidal
o fen ,lb er�oir, hay ba and your projectCbtain
tion area)
i.e. )
g p Please be further advised that this letter does not relieve you of the respo sic ssarypermits or approvals from other agencies.
�o W
Permit A rni istrator
CGenerated by REScheck-Web Software
NJ/ Compliance Certificate
Project Spence Residence
Energy Code: 2018 IECC
Location: Cutchogue, New York
Construction Typer 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
Compliance: 2.6%Better Than Code Maximum UA: 156 Your UA: 152 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.
rl V I S I I
® e
® ® e
Ceiling 1: Cathedral Ceiling 944 38.0 0.0 0.027 0.026 25 25
Wall 1: Wood Frame, 16" D.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: Page 1 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
. _Inspection/Plan Review TComplies? Comments/Assumptions
&Re ID Value
# Pre_. ...
103.1, 'Construction drawings and ❑Complies m _.........m�
103.2 documentation demonstrate ❑Does Not
[PR1]1 energy code compliance for the Not Observable
building envelope.Thermal ❑
envelope represented on ❑Not Applicable
construction documents.
p
103.1, Construction drawings and ❑Com lies
103.2, 'documentation demonstrate ❑Does Not
403.7 energy code compliance for
[PR3]1 lighting and mechanical systems. ❑Not Observable
011 Systems serving multiple ❑Not Applicable
.dwelling units must demonstrate
compliance with the IECC
Commercial Provisions.
302.1, Heating and cooling equipment is Heating: Heating: OCornplies
403.7 sized per ACCA Manual S based Btu/hr....._... Btu/hr ❑Does Not
[PR2]2 on loads calculated per ACCA Manual J or other methods ooiin ❑
ILOV Cooling,Btu/hr„ _„ oofin Cg: Not Observable
approved by the code official. ❑Not Applicable
Additional Comments/Assumptions: .�.�..�,� .... .._......,.. .,�...�.,�_.,,_ .... . ,_ � � �
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
_. �..�... ���___-_mm ._..�.�___w_w
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 2 of 9
Section
w �.......�._�. .�. w ,_„�,�..�,...�.... ........................,�...�...... ...�.
Foundation Inspection Complies? Comments/Assumptions
ge Req.IDI T
303.2.1 A protective covering is installed to ;❑Complies
[F011]z protect exposed exterior insulation ❑Does Not
and extends a minimum of 6 in. below ❑Not Observable
,grade.
_ ❑Not Applicable
4019 Snow-and ice-melting system controls rvl rnph
[FO1212 installed. ❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
..
1 Hci� Impact 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 Value Value Complies? Comments/Assumptions
& Re .ID _ _
402.1.1, Glazing U-factor(area-weighted U-______ U- ❑Complies See the Envelope Assemblies
402.3.1, average). ❑Does Not table for values.
402.3.3,
402.5 ❑Not Observable
[FR2]1 ❑Not Applicable
,y
303.1.3 U-factors of fenestration [ ]Com roducts �. ..,.-«..�..._..... ..._�..�...-__�..,_.,�......n� plies
P
[FR4]1 are determined in accordance ❑Does Not
with the NFRC test procedure or
taken from the default table. ❑Not Observable
_ ❑Not Applicable
402.4.1.1 Air barrier and thermal barrier .._ � .. _....._... ....�... �
6Complies
[FR23]1 installed per manufacturer's []Does Not
instructions.
❑Not Observable
❑Not Applicable
402.4.3 Fenestration that is not site built ❑Comp lies
[FR20]1 is listed and labeled as meeting ❑Does Not
160 AAMA/WDMA/CSA 101/I.S.2/A440
or has infiltration rates per NFRC []Not Observable
400 that do not exceed code ❑Not Applicable
limits.
402.4.5 IC-rated recessed lighting fixtures............ ......�..._ ,......�........... �a_. __..❑Complies
[FR16]2 sealed at housing/interior finish ❑Does Not
and labeled to indicate :52.0 cfm
leakage at 75 Pa. ❑Not Observable
❑Not Applicable
403.3.1 Supply and return ducts in attics _.._.... d ...a............ ..... ...._.... .......m,.._.- ElComplies
[FR12]1 insulated >= R-8 where duct is ❑Does Not
>= 3 inches in diameter and >_
R-6 where < 3 inches. Supply and ❑Not Observable
return ducts in other portions of ❑Not Applicable
the building insulated >= R-6 for
diameter>= 3 inches and R-4.2
for< 3 inches in diameter.
403.3.2 Ducts,air handlers and filter ❑Complies
[FR1311 boxes are sealed with ❑Does Not
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 ,_._.M._,... .._.. . ..._.. ,...... ❑Complies
[FR15]3 ducts or plenums. ❑Does Not
iJ
❑Not Observable
❑Not Applicable
403.4 _ HVAC piping conveying fluids - R-_ R- ❑Complies
[FR17]2 above 105 °F or chilled fluids ❑Does Not
below 55 °F are insulated to >_R-
3 ❑Not Observable
❑Not Applicable
403.4.1 Protection of insulation on HVAC �.... ......... ...�.„ � mµx�❑Complies
[FR24]1 piping. ❑Does Not
.❑Not Observable
❑Not Applicable
403.5.3 Hot water pipes are insulated to R R ❑Complies
[FR18]2 >_R-3. ❑Does Not
N
❑Not Observable
_ ❑Not Applicable
403.6 Automatic or gravity dampers are,.....o_ .....�. .. �....w 0Complies
[FR19]2 installed on all outdoor air ❑Does Not
intakes and exhausts.
❑Not Observable
❑Not Applicable
1 High Impact(Tier 9) 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:
wwwwww
1 I�Ish Imp �:t('Tier 1} � Medium Impact(Tier 21..._._.._ 3 'rrLow Imp ���`C"ncr I
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 5 of 9
���� "Pla Val ue V �..�f a a... . ._.. .,_,_
S;R%e
on an;Verified Fielde i
Insulation Inspection a u Complies? Comments/Assumptions
303.1 All installed insulation is labeled _. w ..- ❑Complies
[IN13]2 or the installed R-values ❑Does Not
0 provided.
❑Not Observable
❑Not Applicable
402.1.1, Floor insulation R-value„ R- ....R- �,❑Complies see the Envelope Assemblies
402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values.
[IN1]1 ❑ Steel ❑ Steel
❑Not Observable
❑Not Applicable
303.2, 'Floor insulation installed per
.. .._. _.. ❑Complies
402.2.8 :manufacturer's instructions and ❑Does Not
[IN2]1 in substantial contact with the
A-0) 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
underside of floor framing and
extends from the bottom to the
top of all perimeter floor framing
members.
_
402.1.1, Wall insulation R-value. If this is a', R- R- IC'-IComplles ;See the Envelope Assemblies
402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values.
402.2.6 wall insulation on the wall ❑ Mass E] Mass
[IN3]1 'exterior,the exterior insulation ❑Not Observable
y, ;requirement applies (FR10). Steel ❑ Steel ❑Not Applicable
303.2 Wall insulation is installed per __ .. _ �...___._�......e ,... ._..-�DComplies
[IN4]1 'manufacturer's instructions. ❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impaact(Tier 3)
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 6 of 9
Section ., .. ... . .. Plans Verified WW FieldW Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Rec�.ID
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 ❑Not Observable
402.2.6 ❑Not Applicable
pPlicable
303.1.1.1, Ceiling insulation installed per ❑Complies
303.2 manufacturer's instructions. ❑Does Not
[F12]1 Blown insulation marked every
300 ft2. ❑Not Observable
❑Not Applicable
402.2.3 Vented attics with air permeable ❑Complies
[F122]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
[17I3]1 insulation >_R-value of the ❑Does Not
adjacent assembly.
❑Not Observable
❑Not Applicable
402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies
[FI17]1 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
[F127]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
test. Postconstruction test:Total
leakage measured with a
pressure differential of 0.1 inch
w.g. across the entire system
including the manufacturer's air
handler enclosure.
403.3.4 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 ❑Not Observable
tests,verification may need to ❑Not Applicable
occur during Framing Inspection.
403.3.2.1 Air handler leakage designated ❑Complies
[FI24]1 by manufacturer at<=2%of ❑Does Not
design air flow.
❑Not Observable
❑Not Applicable
403.1.1 Programmable thermostats ❑C:ornplies
[F19]2 installed for control of primary ❑Does Not
heating and cooling systems and
initially set by manufacturer to ❑Not Observable
code specifications. ❑Not Applicable
403.1.2 Heat pump thermostat installed ..,.,., .,. ....w .. .o .... ................ ...❑Complies
[FI10]2 on heat pumps. ❑Does Not
❑Not Observable
❑Not Applicable
403.5.1 Circulating service hot water .._..,.. ...... __ .....-. .. ... ❑Complies
[FI 11]2 systems have automatic or ❑Does Not
accessible manual controls.
❑Not Observable
❑Not Applicable
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 7 of 9
Section Plans Verified Field Verified
& Re .ID _ I Inspection Provisions Complies? Comments/Assumptions
403.6.1 All mechanical Value ...... � Value .
Final
ventilation system ❑Complies
[FI25]2 fans not part of tested and listed ❑Does Not
HVAC equipment meet efficacy Not Observable
and air flow limits per Table
R403.6.1. ❑Not Applicable
.. ......aaaaw.-.,-.�..._.�,.�,.-........,,........�_......�aa..�.��.��.�,[�Com lies ..m.......�....__.......
403.2 Hot water boilers supplying heat
[FI26]2 through one-or two-pipe heating ❑Does Not
systems have outdoor setback
control to lower boiler water ❑Not Observable
temperature based on outdoor ❑Not Applicable
temperature.
...,_ ...... -- ....-�..�...-...........................�.....................
403.5.1.1 Heated water circulation systems ❑Corn lies
[F128]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
not present. Controls for
circulating hot water system
pumps start the pump with signal
for hot water demand within the
occupancy. Controls
automatically turn off the pump
when water is in circulation loop
is at set-point temperature and
no demand for hot water exists.
403.5.1.2 Electric heat trace systems - _... ..�......_� ❑Complies
[FI29]2 comply with IEEE 515.1 or UL ❑Does Not
515. Controls automatically
adjust the energy input to the ❑Not Observable
heat tracing to maintain the ❑Not Applicable
desired water temperature in the
piping.
403.5.2 Demand recirculation water .... ._...,...... -_ ..,mm„ . ..........._, ..._.. ❑Complies
[F130]2 systems have controls that ❑Does Not
manage operation of the pump
and limit the temperature of the ❑Not Observable
water entering the cold water ❑Not Applicable
pi gong to <= 104°F,
403.5.4 Drain water heat recovery units ❑Comp lies
[FI31]2 tested in accordance with CSA ❑Does Not
855.1. Potable water-side
pressure loss of drain water heat ❑Not Observable
recovery units < 3 psi for ❑Not Applicable
individual units connected to one
or two showers. Potable water-
side pressure loss of drain water
heat recovery units < 2 psi for
individual units connected to
three or more showers.
404.1 90%or more of permanent . ,,. _.... .�.. ..... .... . ,o...❑Complies
[F16]1 fixtures have high efficacy lamps. ❑Does Not
❑Not Observable
❑Not Applicable
404.1.1 Fuel gas lighting systems have mMElComplies
[FI23]3 no continuous pilot light. ❑Does Not
Ms
❑Not Observable
❑Not Applicable
401.3 Compliance certificate posted. ElComplies
[F17]2 ❑Does Not
❑Not Observable
❑Not Applicable
1 hBigh Impact:(Tisa`1) 2 Medium Impact(Tier 2) 3 Low Impact�"Cier 3)
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 8 of 9
F
Ko-chens erifiedFielderifie llon ]FInal lnspection Provislor s Val V 'Valine Complies? COM ments/Assumptions
V
& Re ,117
3013 Manufacturer manuals for ElComplies
[FI181-1 rnechanical and water,heating 0Does Not
systems have been provided. EINot Observable
EINot Applicable
Additional Comments/Assumptions:
:h Impact�(Tier.�l
'MediumImpact(l Low Impact�(Tier�3)
Ell Bich
Project Title: Spence Residence Report date: 08/06/21
Data filename: Page 9 of 9
2018 IECC Energy
Efficiency Certificate
IMMIZEMMEMEMIZIMM
Above-Grade Wall 21.00
Below-Grade Wall 0.00
Floor 19.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces): -
Window 0.31 0.28
Door 0.31 0.28
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
r.,
PA 2
GENERAL NOTE5 CONCRETE
L I [) FINISH NOTES
I. ALL WORK 15 TO CONFORM TO THE RULE5 AND REGULATIONS OF THE 1. ALL CONCRETE WORK 5HALL CONFORM WITH THE REG UIREMENT5 OF THE 4. BEAM CONNECTIONS 5HALL BE DE5/&NE9 TO WITHSTAND ONE-HALF THE 1. PAINTING OR INTERIOR FIN/5HING SHALL NOT BE DONE UNDER CONDITIONS
LOCAL BU/LD/N&DEPARTMENT AND THE N.Y.5. RE5IDENTIAL CON5TR/GTION AMERICAN CONCRETE INSTITUTE A.G.I. 316 LATEST EDITION. MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL .EOPARDIZE THE QUALITY ONE APPEARANCE OF-UGH WORK.
CODE NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONS/DERED 2 CONCRETE CONTRACTOR TO 5ET AND PLACE FORMS WITH 57RICT SPAN CONDITIONS 5HOWN OR THE LOAD INDICATED ON DRAW/N&5, WORKMAN5HIP,WHICH 15.RIDGED LE55 THAN FIR5T QUALITY BY THE
A5 RELIEV/NG THE CONTRACTOR FROM EXECUTION OF ALL HORK IN ATTENTION AND GARS TO ALL DATUM, FLOOR AND GRADE ELEVATIONS WHICHEVER 15 GREATER. ARCHITECT WILL BE REJECTED.
ACCORDANCE WITH ALL 5TA7E AND/OR LOCAL GORES 3. CONCRETE PROTECTION FOR REINFORCEMENT 5HALL CONFORM TO LATEST 5 AELD1NG 5HALL BE IN ACCORDANCE WITH Ak6 5P561FIGATlON5 U5/NG
2. 2 -UBMIT COLORS TO THE ARGHl7FGT, FOR APPROVAL.
ALL ELECTRICAL WORK TO BE FIRE IWERRWRITFR5 INSPECTED AND A.G.I. 5PE61FIGATION. E70 XX ELECTRODES.
APPROVED SUBM/T CERT/F/GATE TO OWNER UPON RECEIPT 4 ALL TEMPERATURE REINFORCING 5HALL BE 5UFF1cIEN7LY EMBEDDED TO 3. PREPARE 5URFAGE5 TO RECEIVE THE 5PE61FIED FIN15H. TAPE AND SAND
3. ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL 5ERV16E AND PARCEL DEVELOP FULL 5TRENGTH IN ALL CONCRETE hbALL5 AND SLABS 6. ALL BOL T5 SHALL BE A5774 525N AND SHALL BE INSTALLED TO A SNUG 5MOO7N GYP5UM BOARD TO RECEIVE THE SPECIFIED FINISH. PAINT GRADE
(D (DO LITTLE PLCO/11C bAX ROAPFOR ADEQUACY IN PROVIDING NEW ELECTRICAL IN57ALLATION5 A5 5 PROVIDE ADEQUATE TIE5 FOR ALL 5TEEL REINFORCED IN 5LAB5,BEAM5,. CONDITION A5 DEFINED IN A15 5PECIFIGATION5 WOODWORK 5HALL BE HAND 5ANDE9 BETWEEN GOATS AND DU5TED GLEAN.
5HOWN ON THE PLANS UPGRADE, SERVICE, METER AND PANEL A5 MAY P/ER5,AND WALL5, REINFORCED TO BE HELD AT CORRECT DISTANCE FROM ALL HOLE5, PITCH POCKETS OR 5APPY PORTIONS SHALL BE-ORAPED AND
BE REQUIRED. FORM5 AND EARTH BY STEEL CHAIRS OR TIES 7. ALL PELDERR5 SHALL BE GURREN7L), CERTIFIED. THE FOLLOWING SHELLACKED,
CERTIFI6ATION5 ARE ACCEPTABLE NEW YORK 5TATE, NEW YORK CITY
4. ALL PLUMBING WORK TO BE IN 5TIRI6T ACCORDANCEWJTH N.Y.5. CODE 6. FOLLOW C.R.5.I. RULE5 FOR PLACING ALL REINFORCING 57F-EL AND DEPT. OF BUILDINGS, OR TESTING LABORATORY CERTIFICATION TO THE AWS 4 FILL CRACK5, HOLE5, IMPERFECTIONS IN EXI-TIN&WALLS, PARTITIONS, OR
TOW/1 oryoUTHOLP AND ALL APPLICABLE LOCAL REGULATIONS ACCE550R/E5. CODE GYPSUM BOARD WITH PATCHING PL.A57FR AND 5MOOTH OFF TO MATCH
5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONMACTOR5 7. CONTRACTOR 5HALL SUBMIT CONCRETE MIX REPORT WITH AIP NTING ADJOINING 50IRFACE5 OR LAMINATE WITH l LAYER OF l/2"GYPSUM BOARD
LIABILITY,WORKMAN5 COMPENSATION, COMPLETED OPERATION5, ETC. COWRE55ION TE5T RE-5ULT5 TO ENGINEER FOR REVIEW PR/OR TO TO ACHIEVE REQUIRED 5MO07HNE55,A5 PER ARGHITE67-5 IN5PEGTION.
ADEQUATE FOR THE PURP05E5 OF TH/5 PRO.155T AND FURN/5H PROOF OF STARTING FOUNDATION CONST7RUGT10N. ALL 5TEEL AFTER FABRICATION 5HALL BE THORa6HLY GLEANED OFRUST, 5. W/PE NEW GYPSUM BOARD SURFACES WITH A DAMP CLOTH16T PRIOR TO
6. DIRT,L005E MILL SCALE,AND OTHER FOREIGN MA
LWAAINO
/ /® � SAME TO THE OWNER PR/DR TD GOMMENG/N&W/7N WORK REPRE5ENTATIVE TE5T CYLINDERS SHALL BE TAKEN FROM THE CONCRETE TTER. AFTER GLEANING, APPLICATION OF THE PRIMER , IN ORDEY NY R TO LAFLAT ANAP WHICH MAY 6. EACH 5 5CONTRAGTOR 5HALL 5UBM/T A COPYOF H/5/N5URANGE PLACED EACH DAYIN ACCORDANCE WITH CONC ETE SPECIFICATIONS 57FEL. 5URFAGE5 5HALL BE SHOP-i-RIMED WITH ONE GOAT OF METAL HAVE FORMED IN 5ANOING PRGUGE55.
® COVERAGE(WORKMAN5 COMPENSATION,LIABILITY,D/5AB/LITY) TO TESTING 5HALL BE PERFORMED AT 7 AND 28 DAYS PRIMER AND ONE GOAT COLOR TO BE SELECTED BY OWNER. PAINT GOAT5
THE OWNER PRIOR TO COMMENCING WORK. EACH 5U96ONTRAC TOR 5HALL 9. ALL ME5H SHALL BE 5PL/CE9 50 THAT THE OVERLAP BETWEEN OUTERM05T 5HALL BE FULL WETTING,APPLIED THOROLOHL Y AND EVENLY TO THE 6. UPON COMPLETION OF PAINTING WORK, REMOVE ALL PAINT FROM WHERE/T
A. AREA QTY. QUANTITY SURFACES,AND FREE FROM 5PRAY DV5I,, RUN5 OR 5A&5. HA5 5PILLED, 5PLA5HED, OR 5PL�ATIERED ON EXP05ED ADJACENT
5 yMBOL O65GR/PTION 51'MBOL 565GR/PT/ON A.B. ANCHOR BOL T RAD. RADIA SUBM/T LIEN RELEASES FELINE TO REQUESTING FINAL PAYMENT. GRG55 W/RES GE EACH SHEET l5 NOT LE55 THAN THE SPACING OF 77.E 51IRFAGE5.
A.G.I. AMER/GAN 7. CONTRACTOR 5HALL AT ALL T/ME5 PROCEED WITH WORK A5 TO MINIMIZE CRO55 W/RE5 PLU5 TWO/NGHE5, WE55 OTHERWISE 5HOWN ON THE
RD. ROOF DRAIN 2. PRIMER SHALL BE RUST-O-LEUM lObg RUST-INHIBITING PRIMER OR
CONCRETE REGPT. RECEPTACLE THE OANER5 INCONVENIENCE,AND 5HALL DO 50/N A WORKMAN-LIKE DRAWING. APPROVED EQUIVALENT. SECOND GOAT SHALL BE RU5T-O-LEUM 1060, OR 7 EXAMINE FIN/5H 5URFAGE5 AFTER COMPLETION OF WORK INCLUDING
RE/NF RE/NFORO/NG MANNER APPROVED EOUIVALENT. M/LLWORK INSTALLATION AND PROCEED W/TN
ADA. AMERICANS W/TH "TOR:IGh�/P"AS REQU/RED
. l0. ALL FOUNDATION5 SHALL BE CA5T ON UND157URBED OR CONTROLLED
SEC TION T,�oDME-R- SEE LIT/E5 ACT DN. DOWN 8ALL SALVAGEABLE MATER/ALS AND EQUli 1ENT INGLUD/NG FIXTURES,DR DOOR COMPACTED 50/L HAVING A M/N/MUM BEARING CAPACITY OF TWO(2) TONS 6. PROVIDE ARCHITECT WITH A MINIMUM OE 0)6"X l0"BRUSH-OUT5 OF EACH
x ELEV�4 TION TSG- ADH ADHESIVE FURL/5H/NGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM 3. AFTER ERECTION, TG'Y.IGH UP ALL FIELD GONNEGTIONS AND ABRADED
DlHO. A5 NOTED X AFF ABOVE RTL. DETAIL DAMAGE UNTIL THE OWNER DETERMINE5 THE C0UR5E OF ACTION TO BE PER 5QUARRE FOOT W-E55 0T�ERW/5E NO TED(5U5JE6T TO FIELD 5WFAGE5 Wl7N SAME TYPE OF MATERIAL U5ED FOR 5HOP GOATIN5. COLOR AND FIN15H FOR ARGHITEGT5 APPROVAL,AT LEA5T 2 hEEK5 PRIOR
x-x 5EE DING. A5 NO FIN15HED FLOOR DWG. DRAWING TAKENWITH SAME IN5PEGTION AND VERIFICATION BY CONTRACTOR) TO 517E APPLICATION. ON-5/TE APPLICATIONS 5HALL BE REQUIRED ONE
ALT ALTERNATE DWL5. DOWEL5 WOOD hEEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVE- THE RIGHT TO
EA. EACH 9. PROTECT AND MAINTAIN EX/5T/NG UTILITY LINE5 WHICH ARE TO
AL./ALUM. ALUM/NUM EXTERIOR � ll. MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTIGALL Y TO 7W0 � AD.RUST ANY COLOR/FINISH ONCE THE WALL TEST HA5 BEEN MADE.
E.l.F.S.
ANDD. ANODIZED INSULATION REMAIN IN 5ERV/GE IN 5UGH A MANNER A5 TO AVOID INTERRUPTION OF HOR/ZONTALLYWHERE ELEVATIONS CHANGE. 1. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH NO. 2, FB = 675 PSI, FV= 95
A.N.S.I. AMER/GAN FIN/5H 5Y5TEM THESE LINES. UNLESS 07NERW/SE NOTED,ALL EXISTING UTILITIES SHALL BE P5/,E= 1,600pO0 PSI, MAXII-W M0157URE CONTENT<l9% q FIN15H UNDER I17E OF SOFFIT5(WHERE THEY OCCUR) TO MATCH ADJACENT
x Tf�G- 5EE DWG. FIN15H T.AG- 5EE FIN15H NATIONAL ELS./ ELECTRIC/-AL ALTERED, GAPPED, OR REL.O'CA7E7 IN A MANNER APPROVED BY THE 12. ALL RETAIN/NG WALL5 5HALL BE ADEQUATELY BRACED D/RIN& VERTICAL FINISH, U.O.N.
LEGEND $ CEILING FIN.
STANDARDS 11X7: GOVERNMENTAL AUWORIT/E5 AMID UTILITY COMPANIES HAVING JURI5D16TION GONSTRUGT/ON TO MAINTA/N SAFETY AIdD STAB/CITY. BACKFILLING SHALL 2. ALL STUD LUMBER SHALL BE 170UGLA5 FIR LARCH STUD GRADE, FB = 675
x-x A5 NOTED INSTITUTE X-X LEGEND APPROX. APPROXIMATE ELEV✓EL. ELEVATION 5O AS TO&UARZANTEE A COMPLETE INSTALLATION. NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED gOi5 OF 7HE SPECIFIED P51, FV= 95 P5/,E = 1,400,000 P51, MAXIMUM MOl5TURE CONTENT t I9% 10 INSTALL ELECTRICAL 5W1TGH AND OUTLET COVER PLATES, 5l/RFACE
ARCH. A-FRTECH/ ENG. ENG/NEER/ED DESIGN STRENGTH. HARDWARE,ETC.,AFTER PAINTING AND/OR APPLICATION OF WALL
EQ. EQUAL N CONTRACTOR SHALL PR07FCT PATCH AND REPAIR ALL EK/STING WORK 3. ALL WOOD CON57RZTION 5HALL COMPLYWITH THE NATIONAL DE51GN � 1NG5 AND CARPET.
AVG. AVERAGE EOUIP. EOU/PMENT ADJACENT TO H/5 WORK, OR DAMAGED A5 A RRE511LT OF H15 WORKK, 13. ALL CONCRETE SHALL ATTAIN A MINIMUM STRENGTH OF 9,000 95/® 28 SPECIFICATION FOR WOOD CON57RUGTION,LATEST EDITION.
PLUMBING B.O. BOTTOM OF ETC. ETCETERA WHERE EXIST/NG MATERIALS ARE TO BE MATCHED, CARE 15 TO BE DAYS. FOUNDATION, 5LAB5 ON GRADE AND CONCRETE EXP05ED TO ll. MODIFY E)CI5TING FLOOR 5URFAGE5, TO RECEIVE NEW FLOORING MA7ERIAL5
--�- ELEVATION x_x A66E55OR1E5 TAC- BD. BOARD EX15T. E 15T/NG TAKEN IN BLENDING COLORS AND REPLICATING ADJACENT FORMS AND WEATHER 5HALL BE AIR ENTRAINED. 4. ALL WOOD EXP05ED TO WEATHER SHALL BE CGA TREATED IN TO PREVENT NOTICEABLE LUMP5 AND DEPRE55/ON5.
BENCHMARK 5EE A66E550R1E5 BLDG. BUILDING EXP. EXP05ED GONTOUR5• ACCORDANCE WITH APPA 5TANDARD5• 12 PARTITIONS AND MILLWORK To RECEIVE 57RAI&HT RE51LIENT BASE OR
l4. ALL CONCRETE REINFORCING STEEL SHALL BE IN ACCORDANCE W/TH A57M
B.F.P. BACK FLOW EXT. EXTERIOR 12. BEFORE 5UBMlTTING ANY PROP05AL, IT 5HALL BE THE RE5P0N51B1L17Y CARPET, COVE RE51LIENT BASE AT RESILIENT FLOORING. U.O.N.
LEGEND PREVENTOR OF THE GONTRAGTOR TO FAMILIAR/ZE H/MSELFW/771 ALL EXISTING A-615 GRADE 60 DEFORMED BARS.
FD. FLOOR DRAIN 5 ALL WOOD GONNEGTORS SHALL BE BY "5/MP50N; "TECO; OR
BLK. BLACK FDRR, FOUNDATION APPROVED EQUAL. 13. 5TAINED AND PAINTED SURFACES 5HALL BE FIN15HE9 5UCH THAT JOINTS
CONDITIONS MATERIALS TO BE MATCHED WGLRK/N&SPACE AVAILABLE
BLK'&. BLOCKING FIN. FIN15H l5 WELDED WIRE ME5H 5HALL BE 1N ACCORDANCE W1 TH A57M A-185
BRC. BEARING FIXT. FIXTURE SAFETY PREGAUTlONS ETC. REQUIRED FOR THE SAFE AND EXPEDITIG'U5 ARE NOT V15/BLE WHEN VIENrFD FROM ANY REASONABLE ANGLE.
EXTERIOR FIN15H TAO- 6. MEMBER5 DE516NATED A5 "GANG LAM"OR "LAMINATED VENEER LUMBER"OR
ROOM ROOM NUMBER 5EE EXT. Mfg TERIAL BTM BOTTOM FCR. FLOOR EXECUTION OF TH/5 CONTRACT. FA/LURE TO DO 50 WILL NOT BE l6. ALL 57RUG17JRAL MEIyBERS SHALL BE POURED FOR THEIR FULL DE}'TH5 /N "L 12"5HALL BE HAM FAG7URED 1N ACCORDANCE WITH 5PEGIFIGATION5 BY 14. WALL COVERING 5EAM5 5HALL NOT OCCUR WITHIN l-O"GE God.
7XETN. BETWEEN FRZ FREEZER CA05E FOR EXTRA CO5T5 TO THE OWNER OR OWNERS REPRE5ENTATIVE5. ONE OPERATION. CON5TRL16TION JOINTS 5UCH A5 A DAY5 POUR JOINTS
XXX TSG LOUlSIAId:A PACIFIC CORP NO-UB-TITUTES SHALL BE PERMITTED WITHOUT Ai'PL Y FABRIC SO WALL lS DIVIDED WITH A MINIMUM NUMBER OF 5E4M5,
LEGEND/5/7E Com• 0�1� �. �oTN�T CONTACT THE ARCH/TEcr IMMEDIA7FIY IF FIELD coND/rloNs ARE SHALL BE LOCATED IN THE MIDDLE OF 77-IE SPAN, MAIN REINFG�eGING TO THE ENGINEERS APPROVAL.DESIGN STRESSES ARE AS FOLLOWS: FB = AND WITH EGNIAL WIDTH PANELS, U.O.N.
-G.G.F COMPACTED FOUND TO BE 07HER THAN TH05E 5HOWN HEREON PR/OR TO PROCEED/NG RUN THROUGH THE JOINT KEY AND R016HEN JOINTS TO E�CP05E
GA. &A&E/&UA&E 2,950P51, FV=2g0P5/,E =2,000.00095/
GRANULAR FILL W/7N WORK AFFECTED BY SAME. AGGREGATE FOR CHEM/GAL BOND.
G.J. CQNTROL JOINT GAL. GALLON 15 LOCATE INTFR.5E5TION5 OF DIFFERENT FLOOR FIN15H MATERIALS DIREC7L.7-
G.L. CENTER LINE &ALV. GAL VAN/ZED l3. CONTRACTOR 5HALL VERIFY ALL DIMEN5ION5 PRIOR TO /7 NO HORIZONTAL JOINT5 5HALL BE PLACED IN WALL5 EXCEPT A5 5HOWN ON 7. THE ARCHITECT 5HALL PROVIDF_ GALGUL�ATlON5 TO THE CONTRACTOR FOR UNDER CENTER OF DOORS, U.O.N.
DOOR TAA- PROP05EP NALL5 GLC. GE/LING G.G. GENERAL FABR/CATION. VERIFICATION OF LOA05 AW BEAM 51ZE5 WITH MFR. PRICLR TO ORDERING
O CONTRACTOR THE DRAWINGS, W/THG'IJT THE APPROVAL OF THE ENG/h/EER. TO ARCHITECT PRIOR TO BROADLOO
NOTIF
E. Y ARCHITECT OF ANY D15GREPANGIE5, IN ARITING, 16• SUBMIT CARPET 5EAM/NG PLAN(FOR M)
X SGHEDUL�= $ REFER TO FLOOR GL05. CLOSET &D. GRADE l4. DlSCREPANGlES,ERRORS, OM/55/ON5,ETC., IN ANY PORTION OF THE AND MANUFACTUR
DRAW/NG5 WH/GH ARE AT VARIANCE W/TH THE LAW ORDINANCES, RULES /8. MAXIMUM LENGTHS OF FGK/NDATION WALL PGUR IN ONE OPERATION SHALL 5HOULD THERE BE A FROBLEM. ORDERING AND AT LEA5T(4)WEEK5 PRIOR TO INSTAL LATION FOR
DDDR SGHD. PL.4N5 FOR SIZE GCOOL CLEAR GYP. GLIM BEARING ON 77.E CONDUCT OF 77�E iNORK SHALL BE BE NON LE T H5 F 1W AT UTNE COLUMN DIM. NE 60 RAT I ARCH17EGT5 REVIEW AND APPROVAL.
GONG. CONCRETE H.C. HANDICAP OR R55ULATION5,
AGGESSJBLE REPORTED PROMPTLY TO THE ARCH/TFG7: 8. THE GONTRAGTGY'SHALL BE RESPONSIBLE FOR COORDINATING ALL
PROP05ED DOOR GOND. CO�l T REQUIRED /N5PE6TION5 CE THE ROUGH AND FINAL FRAM/NG /7. METAL DOORS, CONVECTOR GOVER5, FR'AME5 AND WALL5 A5 5PE-61F/ED,
CONN. CONNECTION H.G. HOLLOW GORE 15. IF CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFER l9. CONCRETE CONTRACTOR TO BE RE-PONS/BLE FOR 5ETTIN&ALL ANCHOR
WINDOW i�4G- REFERR TO FLOOR HD. HIGH DEN5lTY BOL T5 AND LEVELING PLATE5. TO RECEIVE A PAINT FINISH SHALL BE PAINTED A-FOLLOWS:
O CONST. GONSTRLIGTION FROM WHAT 15 SHOWN ON DRAWINGS THE ENG/NEER SHALL BE
5CHE9ULE $ PLAN3 AND 56HED. CONT. CONTINUOUS HDR HEADER � q. REFER TO DRAWING G5-2 FOR liE5/&N LOAD5. GYpSf//y,.
HOW. HARDWARE NOTIFIED IMMEDIATELY AND WORK SHALL NOT PROGRESS UNTIL 20. PROVIDE CONTINUOUS 2x6 TREATED SILL PLATE OVER TERM/TE 5H/EL9
DOOR 5CHD. CONTE. CONTRACTILE H9kV. HARDWOOD ALL PROBLEMS ARE RESOLVED TO THE 5ATI5FA6TION OF THE FIRST GOAT L47�PRIMER
FOR SIZE G.T. CERAMIC TILE TIED INTO FOUNDATION WALLS W/7N 5/8"ANCHOR BOL T5 3'-O"o.c. (l'-O" lO. ALL CONGEALED SPACES IN FRAMING SHALL BE FIRESTOPPED WITH 5ECOND COAT LATEX EGG5HELL
H.M. �N Ol 041) ENGINEER. MAX. FROM ALL CORNERS)W/TH lO"min EMBEDMENT. PROVIDE 5ILL
PROPOSED FIXTURES G.S.I. CONS TR//G T/0N WOOD BLOCKING AGGURA TEL Y F/77FD TO FILL THE OPENING AND ARRANGED 77I/Rp GO,4 T. L4 TEX EGGSHELL
5PE5IF16AT/0N HT. HEIGHT 56. ALL 560649NTRACTOR5 5HALL BE RE5PON5/BLE FOR FILING AND SEALER AND&ROUT 5ILL PLATE TO WALL. TO PREVENT DRAFTS FROM MOVING FROM ONE SPACE TO ANOTHER METAL DOOR5 FRAME5.•
AxREV15/ON TAO 0( FOR FUTURE INSTITUTE H.VA.C. HEATING, OBTAINING APPROVAL5 FOR THEIR WORK WHICH MAYBE REQUIRED $ GON1/E6T0R5
GU. CUBIC VENTILATION, AIR 2/. FLUOR 5LAB5 ON GRADE TO BE 4"POURED CONCRETE WITH 6x6/L4X1.4 GA. Il. PROVIDE BRIDGING 6'-O"o.c. MAX(50L1D OR CRO55 BRIDGING). F1RR5T COAT: LATEX METAL PRIMER?
GOND/T/ON/NG l7. ALL SUBGON7R.AGTORS SHALL PROVIDE ALL EQU/P1�1ENT, TOOLS, FENCES, SECOND GOAT
DBL. DOUBLE TRAN5PORTATION 5AFE&UARDS ETC.,A5 REQUIRED FOR THE PROPER /HIRE REINFORCING AND STEEL TROWEL FINl5H. PROVIDE 1/2 LATEX 5EMl OLC55 ENAMEL
COMBO CARBON MONOXIDE $ DEG. DEGREES 1.6 150LATED GROUND PREMOULDED EXPAN51ON JOINTING AT FLOOR SLAB AND FOUNDATION I2. NOTCHE5 OR HOLE5 FOR PIPING ETC. 1N 57RZ7URAL FRAM/NG MEMBER5 THIRD COAT LATEX 5EMl GL055 ENAMEL
SMOKE DETECTOR D/A, DIAMETER INGHE5 EXECUTION OF THEIR WORK. WALL. PROVIDE 2"(R-10 min)RIGID INSULATION 2'-0"EACH NAY (FOR SHALL NOT BE PERMITTED l8. PAINT SHALL BE Lf4TEX- INTERIOR FINISHES TO GOIyPLYWl771 LOCAL
5MOKE DETECTOR 5HALL BE DIM. DIMEN51ON INCL. I%LUDE/ED l8. ANY DEVIATIONS FROM THE ARCHITFCT5 DRAWINGS MUST BE 5BMITTED
5HALL BE HAR,9HIRED INFO. INFORMATION TO THE ARCHITECT IN WRIT/NG FOR APPROVAL. HEATED 5PAGE5) BUILDING CODE AND 5HALL BE INTERIOR FIN15H CLA55 G FOR CORR1,90R5
H/�RDWIR2FD TO CENTRAL INT INSULATION IN57L. IN5TALLATIOW 13. DOUBLE Jo55T5 UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE J015T5. AND R?OOM5.
ro CENTRAL SYsrEM INT. INTERIOR INSTALLED 19. EACH CONTRACTOR AND 5U9CONTRACTOR SHALL BE RE5PON5/BLE FOR 22. ALL 5LAB5 ON GRADE SHALL HAVE 7H/CKEN/N65,DEPRE551ON5,
SYSTEM W/TH B�4 TTERY HI TH BATTERY BACKUP J T J015JAC TION BOX REOV REQUIRED MAINTAIN/NG 5AFETY ON THE JOB 517E DURING THE G0N5TRUGTION OPEN/NG5,ETC.,A5 REQUIRED OR A5 5HOWN HEREIN OR ON
BACKUP IST. JOIST /4. ALL FLOOR AND SKYL/CHT GY'EN/NGS ARE TO BE FRA/�ED W/7N DOUBLE /q INTERIOR FIN/SHIES SHALL BE GLA55/F/ED/N AGGORDANGE W/TH SURFACE
JT. JOINT RM. ROOM PHA5E TO COMPLYW/TH THE REGULATIONS AND REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS HEADERS AND TRIMMER5, FULLY.bINED WITH 57F-EL BRIDGES OR "7ECO5". FLAME RATINGS. ALL FINISHES IN THIS PROPOSED AREA TO BE INTERIOR
L7RAAN6
l57 IN SUPPLIER R.O. ROUGH OPEN/IT OGGU E,BU.AL SAFETYAND HEALTH ADM/I5T ALL N. 7555 SHALL 23 PROVIDE POGKET5 IN WALL FOR COLUMNS BEAMS AND 5LA05 FINl5H GLA55 B. FIN15HE5 MATERIAL SHALL HAVE FLAME-5FREAD RATING LAM. LAMINA R.T.U. ROOF TOP UNIT INCLUDE,BUT ARE NOT LIMITED TO: PROV/D/NG ALL NECESSARY " 15 TO ELIMINATE THE HAZARD OF MOISTURE CONDENSATION IN GOLD WEATHER OF 26 TO 75 5MOKE DEVELOPED RATING OF GLA55 B.
LAV. LAVATORY 5AN. 5AN/TARY TEMPORARY 5UPPORT5 AND BRACING A5 MAYBE REQUIRED PRIOR TO MINIMUM BEARING ON WALL5 OR BEAMS: FOR 5LAB5, 8 FOR BEAMS,
LB5. FOUND5 5.6. SOLID CORE THE THE INSTALLATION OF NEW STRUCTURAL ELEMENTS,AS HELL A5 U.O.N. AND TO PERMIT 771E ESCAPE OF HEAT IN HOT WEATHER. VENTILATION OF ATTACHMENT AND ADHESIVES AOR INTERIOR LOCATIONS WHICH WILL
ARGHI TBG TURAL: 5CHD. 56HE OLE ATTIC AND CRAWL 5PACE5 15 REQUIRED. BLOCKING AND BRIDGING 5HOULD 20
L.F. LINEAL FOOT SECT. SECTION ADEQUATE AND PROPER BARR/6ADE5, RAILING5,LIGHTING, 5TAIR5,ETC. 24. TOP ELEVATION OF 5LAB5 5HALL VARY ACCORDING TO FIN15H FLOOR BE ARRANGED 50 A5 NOT TO INTERFERE WITH THE MOVEMENT OF AIR. PRODUCE PRO9UGT5 MORE TOX16 THAN TH05E GIVEN OFF BY WOOD OR
G5-I - NOTE5, L.BGBND $ ABBRBVIAT/ON5 L.P. LOW PO/NT 5F 56UARE FEET REQUIRED TO PROTECT 7HEWORKMAN, OWNERS PER50NNEL AND MATERIAL. 5EE ARCHITECTURAL DRAW/NG5 PAPER'WHEN DEGOMPG5ING OR BURNING WILL BE RE.EC7FD.
MA TL. MATERIAL OTHERS FROM INJURY DUE TO CON57R/GTION WORK. PROVIDE FREE
PP-1 - PLOT PLAN MAX. MAXIMUM T E 25 IN ANY APPROVED CONSTRUCTION JO/NT, PROVIDE 2W 4"KEY MIN. AND 24 /6. ALL CATHEDRAL CEILINGS SHALL HAVE CONTINUOUS 1/ENTILATION FROM Z1 AL NEW OR MODIFIED CONSTRICTION 5HALL BE FINISHED A5 PER Ofi ER5'
-O.I - GODB COMPLIANCE NOTES AND DET�4/L5
MECH. MECHANICAL 5/M. 5/M/LAR AND SAFE PASSAGE FOR PERSONS TO AND FROMAIEEAS AND " EAVE5 TO RIDGE 5/ZE INSULATION ACCORDINGLY. PROVIDE 3/4"dla. VENT
MFG. MANUFACTURER 5M. 5MALL FAG/LITIE5 WH/GH ARE TO REMAIN. BAR DIAMETER LAP(l6 MIN)OF REINFORCING, EXCEPT FOR 5LAB5 ON 5ELEGTION5 IN ACCORDANCE WITH MANUFACTURERS PUBL15HED
HOLES AS NEEDED THIRU SKYLIGHT FRAMING TO MAINTAIN GONTINUOJIS
MIN. MINIMUM 5PEG5. 5PEC/F16AT10N5 &RADE VENTILATION. 5PE61FICATION5.
A-0.2 - TYP/G�4L DET�lLS 20. FIGURED D/MENS/ONS SHALL GOVERN SMALL SCALE DRAW/NG5 WHERE 26. SLAB ON GRADE SHALL BE POURED IN 5TR/PS. GONSTR(1GTlON GZ CONTROL
M55G. MISCELLANEOUS 5Q. 5Gd'/ARE
A-C - REMOVAL CELLAR PLAN MM MILLIMETER 5Gt � 5QJ/A>�F� D/MEN550N5 ARE E57ABL15HED BY GONDITION5. IF EXl5TING,EACH � "
M.R. M0157VRE 55, 5/5 5TAINLE55 57EEL CONTRACTOR 5HALL MEASURE EX/STING GOND/TIONS PRIOR TO ORDERING JOINTS 5HALL HAVE A MAXIMUM SPACING OF 30-O IN EITHER DIRECTION. l7 DOUBLE J015 T5 UNDER ENTIRE BATHROOM AREA UNLE55 OTHERWISE NOTED.
fit-1 - REMOVAL /5T FLOOR PLAN RE515TANT -m 5TANDARD MATFRIAL5 AND GOMMENGINO H/IN WORK. MAXIMUM AREA OF POW 5HALL BE 2700 50. FT.
MID. M9&N7F9 l8. THE CONTRACTOR SHALL INGORP0RATE ALL REQUIRED 57RAP5 ANGLES
SHL. STEEL TIE5, 5UPPORT5,ETC. A5 MAYBE REQUIRED FOR PROTECTION of STRUCTURE
AI 2 - REMOVAL. 2ND FLOOR P MTC. METAL 2/. GEIVER.AL GON7R.AGTOR AND H/5 SUBS ARE RESPONSIBLE FOR ALL LAY- 27. ALL WALL AND PIER FGUOTlNGS SHALL BE M/N/MUM l2 TH/GK AND PROJECT
A-3 - PROP05ED CELLAR PLAN N.I.C. NOT IN CONTRACT 5706T. STRICTURE/--AL OUT WORK, INCLUDING 5PECIF1E9 LAY-OUT DRAWINGS A5 REQU/RED. 6"MIN/MUM BEYOND ALL FACES OF WALL5 AND PIERS UNLE55 OTHERWISE FROM FORCE5 OF NATURE. TH15 INGLUDE5: ROOF TO ROOF ROOF TO WAL.L5,
NOM. NOM/NAL SUPPL. SUPPLY/-IED GENERAL CON7RAGTOR 5HALL COORDINATE RE5PEGTIVE SUBC.ONTRAGTORZS NOTED. AAL.L5 TO WALL5 AND WAL.L5 TO FOUNDATION. THE5E FA57ENEJR5/TIES
NO/NUM. NUMBER 5U5P. SUSPENDED
A-4 - PROP05ED /5T FLOOR PLAN N.SF NATIONAL T/ TOP OF A5 NOT TO GAUSS UNDUE HARDSH/P,DELAY AND lIJ7FRFERENGE W/7N 26. GROUT V5ED SHALL BE NON-FERROUS NON-SHRINK GROUT BY IN-PAKT AND 5HALLBE A5 MFRV BY 51HP ON OR APPROVED EQUAL. D
Ari - PROP055D 2ND FLOOR PLAN 5AN/TATION TB. THRC'UGH BOLT CONDUCT OR WORK
SHALL ATTAIN A STREN&TN OF 4,000 P5/IN 7 DAY5.
FOUNDATION TtB TOP $ BOTTOM 22. CONTRACTOR TO REMOVE ALL DEBR/5 CREATED BY TH/5 WORK FROM 7HE lq. ALL FA50NER5 FOR PRE55URE TREATED LUMBER TO BE HOT GALVANIZED. JUL Z � ��Z1
A-6 - PROP05ED 15T FLOOR POWER PLAN N.T.S. NOT TO 56ALE T$& TONGUE $ GROOVE 517E AND D/5P05E OF IN A LEGAL MANNER ON A WEEKLY BA5I5 OR 29. ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H CONCRETE
O.A. OVER ALL TEMP. TEMPERED SOONER IF CONDITIONS WARRANT. REINFORCEMENT A5 MANUFACTURED BY FIBERME5H CO. OR APPROVED
A-7 - PROP05ED 15T FL OCR RCF O.G. ON CENTER TVP. TrnicAS
c; OPN&. LEEN/NG UL. UNDERWRITER5 23. AT THE COMPLETION OF WORK, THE 517E lS TO BE CLEARED OF ALL EQUAL. MIX/NG AND PLACEMENT 5HALL BE IN ACCORDANCE TO
A-8 - PROPO.,BD NORTH AND EA5T BLBVAT/O 5 OPT. OPTIONAL LABORATORIES DEBRI5 AND EX6E55 MATERIALS. THE FACILITY 15 TO BE LEFT BROOM MANUFACTURER5 5PE5IFIGATION5.
rA-q - PROP05ED X55 AND SOUTH BLEVAT/ON5 ORS OPP0517F UV ULTRAVIOLET GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL 5AT15FACT/ON
-lO - PROP05ED SECT/ONS PL. PLATE V. VOLT/VOLTAGE OF THE OWNER PRIOR TO RELE45E OF FINAL PAYMENT. STEEL
PCMB. PLUMBING VB. VAPOR BARRIER 24. 7HE ARCHITECT HA5 NOT BEEN RETAINED FOR ADMIM5TRATION OF THE L ALL 5TEEL FABRICATION AND ERECTION 5HALL CONFORM TO A156
A-lI - XINDOlN AND DOOR 5GHBDULE5 AND PLUMBING R/5ER DIAGR�4M PLYIND. PLYWOOD V.P. VENT PIPE GON5TRXTION OF TN/5 PROJECT. 5PEGIFIGATION5 FOR 5TR/GTURAL STEEL LA EDITION.
PNL. PANEL VERT. VERT/GAL SEAL: l REVISIONS/SUBMISSIONS: DRAWING TITLE:
A-12 - DINING ROOM INTERIOR ELBVAT/ON5 PR. PAIR
� PREP. PREPARATIOW "�rv/o W/TH/W/7HGLfi 25 GON7RAGTOR5 SHALL GG'OPERATF W/7N ALL OTHER TRADES AND WHERE - DATE: DESCRIPTION:
A-13 - LMNG ROOM INTER/OR ELEVATIONS IND. WOOD REQUIRED INSTALL ALL BUJ-T-IN WORK, 5LEEVE5, IN5ERT5,ETC.,A5 2• ALL 5TRUG7URAL 57EEL 5HALL BEA57MA-36, EXCEPT 5TRJIGTURAL 7VBE � 07/12/21 I/VITIALFILING
r4-14 - KITCHENINTERIOR ELEV�T/ONS P.S.F. POUNDS PER INDW WINDOW REQU/RED FOR A COMPLETE JOB. WHICH SHALL BEA57M A500 GR.ADEB. AND 57RUGT1/RAL PIPE hIHIGH SHALL GF_/`I�RAL /`IOT�f, L�GeND/,
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PT. PART/1'O/NT FABRIC CAD FILE NAME:
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MIN. FRONT YARD SETBACK 35.0 FT 125. 2 FT 109. 6 FT
MIN. REAR YARD 5ETBACK 35.0 FT 80. 25 FT NO CHANGE I I PROPOSED 5/NGLE
MIN. SIDE YARD 5ETBACK 10.0 FT 15. 5 FT 22 .5 FT ��' STORY HOME �4DD/T/ON
MIN. TOTAL m BOTH SIDES 25.0 FT 42.3 FT 35. 3 FT PROP055W
MAX. GROSS FLOOR AREA 20% 2112 5F 1. 12 % 2450 5F 8. 26 % ?25' 338 5F
MAXIMUM HEIGHT 35.0' FT 2-1.6' FT NO CHANGE PROP4-qv
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CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF THE TOWN OF SOUTHOLD TABLE 602.3(1) FASTENING SGHEDULE TABLE 602.3(1) FASTENING SGHEDULE
PER 2020 RE51DENTIAL CODE OF NEW YORK STATE TABLE R3012 (1) DESCRIPTION OF • NUMBER AND TYPE SPAGING AND DESCRIPTION OF NUMBER AND TYPE SPACING AND
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN ITEM BUILDING ELEMENTS OF FASTENER LOCATION ITEM BUILDING ELEMENTS OF FASTENER LOCATION R402 . 1 .2 I N5ULAT I Oil ANS ENE5`TRAT I CN CRITERIA.
5NOW 5PEED" TOPOGRAPHIC SPECIAL WIND WIND-BORNE DE-516N FR05T LINETERMITE` DE516N UNDERLAYMEN HAZAD� FREEZING ANNUAL ROOF WALL CONTINUED
LOAD (MPH) EFFECTS"` REGION' DEBRIS ZONE DEPTH
CATEGORY WEATHERIN& TEMP REQUIRED INDEX TEMP 4-8d box 3-8d box THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF
(2 3" x 0.1139; or (2 Y_," x 0.1139; or TABLE R402.1.2, BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3.
B SEVERE 3 FT
25 P5F 128 MPH SEE PLANS 5EE PLANS SEE PLANS
MODERATE TO SEE PLANS SEE PLANS SEE PLAN SEE PLANS SEE PLANS 1 BLOGKING BETWEEN GEILING JOISTS 3-8cJ common 3-8d common
EXAMINER, EXAMINER EXAMINER . HEAVY EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER
OR RAFTERS TO TOP PLATE (2 Y2" x 0.131")• or TOE NAIL (2)2" x 0.131")• or
U(MATE FENESTRATION SKYLIGHT GLAZED GEILING WOOD MA55 WALL FLOOR BASEMENT SLAB CRAWL
3-102 box 3-102 box
WIND-BORNE DEBRIS PROTECTION FASTENING NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS (3" x 0.128"); or (3" x 0.128"); or ZONE U-FACTOR U-FAGTOR HW5TRAT10N R-VALUE FRAMED WALL R-VALUE R-VALUE WALL R-VALUE 5PAGE
3-3
50HEOULE FOR WOOD 5TRIJGTURAL PANELS PER 2020 RE51DENTIAL CODE OF NEW YORK STATE PER 2020 RESIDENTIAL CODE OF NEW YORK STATE x 0.131 Halls 3 Staples, I crown I6 9-1516 R-VALUE R-VALUE E DEPTH WALL
PER 2020 RE51DENTIAL CODE OF NEW'FORK STATE TABLE 83012.1 SECTION R403.1.6 SECTION R305 4282 box a., 13/4" Ion
I X 8 AND WIDER SHEATHING TO
SPACING (2 YZ" x 0.113") or 20 EACH BEARING Wider t an I ' x 8' FAGS NAIL R-VALUE
FASTE14ER P 3-8d common 4-8d box REQl1IRED 4 032 MAX. 055 O.Zri MAX 8-49 R-20 OR 8/13 R-19 IOA3 10,2FL 10/13
FASTENER WOOD SILL PLATE SHALL BE FASTENED TO THE 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITHPER JOIST R-12+R�
4 FOOT 6 FOOT FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 2 GEILING JOISTS TO TOP PLATE 12);12" x 0.131"); or TOE NAIL (2,V:2" x 0.1 13"); or
TYPE PANE Fp ATN PANEL
A6 FOOT <PANEL SPM MIN. I/2" IN DIAMETER AND SHALL EXTEND A MIN. OF � PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 3-102 box PROVIDED 4 031 MAX WA 028 MAX R3�8 f R-21 WA R-3o WA WA WA
3-8d common
(3" x 0.128"); or (2 Y2" x 0.131")• or
#6 y40M SCREW BASED � INCHES INTO MA50NRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS 3-3 x 0.131 nails 3-102 box " NOTE: R-36 INSULAT/ON PROVIDED A5 PER R4022.1 OIERE 5EGTION R402.12 REQUIRE5 R-4q IA9tAT10N IN THE GEILING,
AW_4{ WiTN 2-lam I6 10 8 MAX. OF b FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 4-I0d box (3" x 0.128") or IN5TALLIN6 R-38 OVER 100 PERCENT OF THE GEILING AREA REQUIRIW5,IN5ULATION SHALL. 5AT15FY THE REQUIREMENT FOR
EMBEDMENT LENGTH
CEILING JO I STS NOT ATTACHED TO R-49/NSULATION INf�IERL- E THE FULL HEIGHT OF UNGOMPRE5569 R-38 IN5UL.ATION EX0,V5 OVER THE INAL.L TOP PLATE AT
INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. (3 x 0.128 )• or 4 Staples, I" crown I6 THE EAVE5.
Flo MOOD SGRF�N BASED PARALLEL RAFTER, LAPS OVER p
ANCHOR 7 ITH5O rA 13 ib" 12" q" AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND 3 PARTITIONS (SEE SECTION 8802.5.2 3-I6d common FACE NAIL a., 13/4" Ion
EMBEDS LENGTH THE PLATE AS PER 2020 RESIDENTIAL CODE OF NEW OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH AND TABLE 8802.5.2) (3 3?" x .151" )• or FLOOR
I/4-INCH LAG SCREW YORK STATE. AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS 43 x 0.131 Halls
B,�ASR WITH I6" I b" I6" 4-82 box
THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE GEILING JOISTS ATTACHED TO PARALLEL (2 Y" x 0.1139• or
2-INCH EMBEDMENT LENGTH OPENABLE. RAFTER (HEEL JOINT), (SEE SECTION
A. THIS TABLE 15 BASED ON 180 MPH LLTIMATE DESIGN MIND SPEE e,V.,AND A 53-1`0OT MEAN ROOF H SW. 3-8d common
INSTALLEDB. FASTENER,SHALL BE INSTALLED AT OPPOSING 005 OF THE 10000 5TRUCTURAL PANEL. 4' 8802.5.2 AND TABLE 8802.5.2) Tab I e 8802.5.2 FAGS NAIL
FASTENERS SHALL BE LOCATED NOT LESS THAN I INCH FROM TMA:EDGE OF 7W PAWL 21 JO 1ST TO SILL, TOP PLATE OR (2 YZ" x 0.151"); or TOE NAIL
C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEPM W LENGTH OF NOT 4-10d box GIRDER 3-10d box
LE55 THAN 2 1NGf5 INTO n�BUILDING FRAMs.FASTENERS 5141 BE LOCATED NOT LESS THAN 2 In INCHES NOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY ESCAPE AND RE50UE EGRESS
MON,,T,E mGE OF�WWRM BLOCK OR CMFM. (3" x 0.128"); or (3" x O.128"); or
D. PANEJSATTACHEDTOMASOWRYORMA50NRY/5TlKW%IALBEATTASHMMINS VIBRAT0N-R;S15TANT PER 2020 RESIDENTIAL CODE OF NEW YORK STATE OPENIN65 REQUIRED PER 2020 RESIDENTIAL GODS COLLAR TIER TO RAFTER, FAGS FAGS NAIL 3-3 x 0.131 Halls
5 3-10d common
NAIL OR I Y4 X 20 GA. RIDGE EACH „
ANGFi0R5 HAVING AN ULTIMATE NUTN�RArLAL CAPACITY OF NOT LESS THAN ISOO Pd1NDS. (3 X 0.148 ); or 8d box(2 X O.I I3 4 TOE
SECTION M1502 OF NEW YORK STATE SECTION 8310
STRAP TO RAFTER 4-3" x 0.131" nails RAFTER 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 J015T OR (232" x 0.131") or
PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R301 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE (3 Y2" x 0.135")• or ONE 51DE AND 1 22 BLOGKING TO SILL OR TOP IOd box b" TOE
2. DRYER EXHAUST SYSTEM SHALL CONVEY THE EMERGENCY E50APE AND RESCUE OPENING ABOVE AND 3-I0d common nalls TOE NAIL ON PLATE (ROOF APPLICATIONS (3" x 0.128"); or NAIL
USE LIVE LOAD M015TURE AND TERMINATE TO THE OUTSIDE OF THE BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.7 6 RAFTER OR ROOF TRU55 TO PLATE (3" x 0.148"); or OPPOSITE 51DE I ALSO) 3-3 x 0.1 51" nails
BUILDING. 50.17T. AND A GRADE FLOOR OF 5 50.FT.. 4-10d box OF EACH 3-8d box
UNINHABITABLE ATTIG5 W/O STORAGE 10 PSE 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL (3" x 0.128"); or RAFTER OR (2 YZ" x 0.I13")• or
ACCORDANCE WITH THE DRYER MANUFAGTURER'5 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 4-1,69d23 I" X 6" 5UBFLOOR OR LE55 TO (2 Y2" x 0.131")• or
INSTALLATION INSTRUCTIONS. FLOOR. x 0.135")• or EACH JOIST 3-102 box FACE NAIL
HABITABLE ATTICS AND ATTICS NU FIXED STAIR 30 P517 (3 32"4. SCREENS SHALL NOT BE INSTALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 3-10d common (3" x 0.128"); or ROOF SHEATHING `
TERMINATION. INCHES. (3" x 0.148"); or TOE NAIL 2 staples, Frcrovsin 16
BALCONIES (EXTERIOR) AND DECKS 40 P517 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 4-Nod box go., 1 3/4" lone BATT. INSULATION
SHEET-METAL SCREWS OR FASTENING MEANS WHICH INCHES. (3" x 0.128"); or 3-I6d box 1
ROOF RAFTERS TO RIDGE, VALLEY „
GUARDS AND HANDRAILS 200 P5F EXTEND INTO THE DUCT. 5. OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE 4-3 x 0.131 nails ��
OR HIP RAFTERS OR ROOF RAFTER 24 2 5UBFLOOR TO J015T OR GIRDER 2312 x common
or BLIND AND GL05ED CELL SPRAY
GUARD IN-FILL COMPONENTS 50 P5F 6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. „ 3-I6d box nails 2-I6d common _
BAGKDRAFT DAMPER. 6. A DOOR OPENING HAVING A THRESHOLD BELOW THE TO MINIMUM 2 RIDGE BEAM (3,142" x 0.135")• or (312" x 0.162") FACE NAIL FOAM AT ROOF
ROOMS OTHER THAN 5LEEPING 40 PSF 7. EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A 2-I6d common - 3-I6d box AT EACH - )
0.0157 INCH-THICK RIGID METAL DUCTS, HAVING BULKHEAD ENCLOSURE WITH WELL5 BEING A MINIMUM (3,V2" x 0.162"); or END NAIL 25 2 PLANKS (PLANK 4 BEAM (3 Y2" )
x 0.135 • or INSULATION BLOCK
SLEEPING ROOMS 30 PF SMOOTH INTERIOR SURFACES WITH JOINT5 RUNNING IN CLEAR AREA OF q 5Q.FT. AND A MINIMUM HORIZONTAL 3-100 box FLOOR FLOOR) 2-Ibd common BEARING,
(3" x 0.128"); or (31" x 0.162") FACE NAIL
THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH OF 36" A5 PER SECTION 310.2.3 3-3 x 0.131 nails 3-I6d common \
STAIRS 40 P5F 8. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE yLL (312" x 0.162")
DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE 4-lod box T
LIMITED TO SINGLE LENGTHS NOT TO EXCEED 8 FEET IN NOTE: WIND DESIGN PRE55URE FOR EXTERIOR WINDOWS I6d common 24" O.G. (3" x 0.128") or SEAL TOP OF DRYWALL TO TOP
MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER SQUARE STUD TO STUD (NOT AT BRACED (312" x 0.162") FACE NAIL 26 BAND OR RIM JOIST TO JOIST END NAIL a`}
LENGTH AND SHALL BE L15TED AND LABELED IN GLASS DOORS AND ANCHORING PER 2020 RE51DENTIAL 8 4-3 x 0.131 nails �� PLATE (WITH GREAT STUFF
FOOT OF HORIZONTAL. PROJECTION WALL PANELS) lOd box (3" x 0.128"); Ib" O.G. 1
ACCORDANCE WITH UL 2158A. CODE OF NEW YORK STATE SECTION R6Oq or 3" x 0.131" nails FACE NAIL 4-3 x 14 ga. staples, ,> DRYWALL GASKET.
PER 2020 RESIDENTIAL CODE OF NEIN YORK STATE TABLE R3016 q -fRAN51TION DUCTS SHALL NOT BE CONGEALED WITHIN �,fb" crown CONTINUOUSLY VENTED �.-
I. EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED STUD TO STUD AND ABUTTING 5TUD5 AT I6d box (3 YZ x 0.135);or 12 O.G. SOFFIT <'
TRIBUTARY LOADED CONSTRUCTION. 3" x 0.131" nails FACE NAIL 20d common =\,
TO RESIST THE DE516N WIND LOAD5 SPECIFIED IN cl INTER5EGTIN6 WALL CORNERS (AT (4" x O.IcI29; or A5 FOL.LOW5: 32"
AREA IN SQUARE FEET FOR 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER I6d common I6" O.G.
TABLE R301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT BRACED WALL PANELS) O.G. AT TOP AND
ANY STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE (312" x 0.162") FACE NAIL BOTTOM AND SELECTED SIDING OVER
ROOF SLOPE
TRAN51TION DUCT FROM THE DRYER TO THE WALL OR AND EXPOSURE WITH TABLE R301.2(3). PER 2020 I6d common 16 O.G. G EXTERIOR GRADE PLYWOOD.
0 TO 201 TO OVER ROOF TERMINATION. RESIDENTIAL CODE OF NEW YORK STATE SECTION R301 l0 BUILT UP HEADER (2" TO 2" HEADER (312" x 0.162") EDGE FAGE NAIL 5TA66ERE0
200 600 600 11. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES WITH YZ" SPACER) I6d box (3 Y2" x 0.135"); 2 O.G. G
10d box OL. JR5T FLOOR
N NOT INCLUDE THE TRANSITION DUCT. EDGE FACE NAIL (3" x 0.128"); or TOP AND BOTTOM
FLAT OR R15E LE55 THAN 4 PER FT. 20 I6 12 NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-8d box 3 x 0.131 nails 5TA66ERED ON
(1:3) PER 2020 RE51DENTIAL CODE OF NEW YORK STATE (2 Y2' x 0.1139; or 27 BUILT-UP GIRDERS AND BEAMS, 2 OPP051TE 510B
INCH LUMBER LAYERS
R15E 4" PER FT. (1:3) TO LE55 I6 14 12 NOTE: GIRDER 5PAN5 FOR EXTERIOR WALLS SECTION R301.2.1.2 II CONTINUOUS HEADER TO STUD 4-82 common TOE NAIL And:
THAN 12 " PER FT. (1:1) PER R602.7.1 (2Y2" x 0.ox (") x 2-202 common SEAL BOTTOM OF DRYWALL TO
RISE 12" PER FT. (I:U AND WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNE55
4-102 box 3" x 0.128" (4" x O.Ig2")• or FAGS NAIL AT R-Iq UNFAGE:D �-
B-FLOOR WITH GREAT STUFF
GREATER 12 12 12 HEADERS (2) 2x10 (2) 2x12 (3) 2x8 (3) 2x10 (3) 2x12 OF 7/16" AND A MAXIMUM SPAN OF 8 FEET SHALL BE I6d common I6" O.G. 3-102 box ENDS AND AT BATT. INSULATION �' DRYWALL GASKET.
(312" x 0.162") FACE NAIL (3" x 0.128"); or EACH SPLICE _-
MAXIMUM SUPPORTING: PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 12 TOP PLATE TO TOP PLATE (5 J box .1 x 0.128"); F O.G. 3-3 x .12b' Halls
ROOF ONLY 5'-q" 6'-10" 6'-I" 7'-3" 8'-6"
- AND TWO - STORY BUILDINGS. PANELS SHALL BE
or 3" x 0.131" Halls FAGS NAIL 4-I6d box ,-
ALLOWABLE DEFLECTION OF 15TRUCTURAL MEMBERS 11 11 „ 11 11 PRECUT AND LABELED WITH IT'S LOCATION OF USE, 8-16d common „ „ 8-25 BATT.
I STORY 41 Z11 41-11 41 SI' 51 311 61 211 FACE NAIL ON (312 x 0.135 )• or /�,
PER 2020 RE51DENTIAL CODE OF NEIN YORK STATE TABLE R3017 WITH ATTACHMENT HARDWARE PROVIDED A5 PER 2020 O 32 x 0.162')• or EACH 51DE OF 3-I6d common INSULATION '�� /
STRUCTURAL MEMBER ALLOWABLE 2 STORIES 3-2 3 q 3-5 4-O 4-q RESIDENTIAL CODE OF NEW YORK STATE TABLE DOUBLE TOP PLATE SPLICE 12-I6d box END JOINT 28 LEDGER STRIP SUPPORTING JOISTS (312' x 0.162") AT EACH
_ DEFLECTION NOTES: 8301.2.1.2, OR SHALL BE DESIGNED TO RE515T THE (3 Y2" x 0.135")• or (MINIMUM 24" OR RAFTERS 4-IOd box JOIST OR
L = SPAN LENGTH, H - SPAN HEIGHT I• HEADER REQUIRES 2" MIN. SOLID BEARING AT EACH COMPONENTS AND CLADDING LOADS DETERMINED IN 13 12-I0d box LAP SPLICE (3" x 0.128 ); or RAFTER FACE
RAFTERS HAVING 5LOPE5 GREATER THAN END DOWN TO FLOOR OR BOTTOM PLATE. ACCORDANCE WITH THE PROV1510N5 OF THE BUILDING (3" x 0.128"); or LENGTH EACH 4-3 x 0.131" nails NAIL
3:12 WITH FIN15HED CEILING NOT ATTACHED L/180 2. 1/2" XP5 FOAM SPACERS ARE USED WITH 2x CODE OF NEW YORK STATE. 12-3 x 0.131 nails SIDE OF END 2-I0d box (3" x 0.128");or EACH END lj
TO RAFTERS MEMBERS TO MATCH 2x4 OR 2x6 STUD WIDTH. JOINT) 2q BRIDGING TO JOIST 2-8d common (2 �" x 0.131" TOE NAIL
INTERIOR WALL5 AND PARTITIONS H1180 5PAGIN6 OF FASTENERS ;BA5,5MENT
NOTE: DWELLING-GARAGE FIRE SEPARATION I6d common I6" O.G. DESCRIPTION of NUMBER AND TYPE
ITEM BUILDING ELEMENTS OF FASTENER EDGES (IN) INTERMEDIATE
FLOORS L/360 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE BOTTOM PLATE TO JOIST, RIM (312' x 0.162") FACE NAIL I SUPPORTS (IN)
SECTION R302.6 14 JOIST, BAND JOIST OR BLOGKING I6d box WOOD 5TRUGTURAL PANELS 5UBFLOOR ROOF AND INTERIOR WALL SHEATHING TO
CEILINGS WITH BRITTLE FINISHES (NOT AT BRACED WALL PANELS)
L/360 (312" x 0.135"); or �A� NAIL FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (SEE TABLE 8602.3(3)
(INCLUDING PLASTER AND STUCCO) SEPARATION MATERIAL 3 -x0.131 nails FOR WOOD STRUCTURAL PANEL EXTERIOR WALL 5HEATHIN6 TO WALL FRAMING)
CEILINC75 WITH FLEXIBLE FIN15HE5 L/240 3-I6d box 3 EACH I6" O.G. bid common (2" x 0.115")
(INCLUDING GYPSUM BOARD) FROM THE RE51DENCE AND ATTICS NOT LE55 THAN 1/2-INCH GYP5UM BOARD OR EQUIVALENT BOTTOM PLATE TO JOIST, RIM (312' x 0.135")• or FACE NAIL
15 JOIST, BAND JOIST OR BLOGKING 2-I6d box 2 EACH I6" O.G. 30 3/8" -32" nail (smmon ( wall) (9 12"f
ALL OTHER STRUCTURAL MEMBERS L/240 APPLIED TO THE GARAGE 510E (AT BRACED WALL PANEL) (3 Y2" x 0.162")• or FACE NAIL 8d common (2 YZ" x 0.131")
„ nail (roof)
EXTERIOR WALL5- WIND LOADS WIVE FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LE55 THAN 5/8-INCH TYPE X GYPSUM BOARD 4-3 x 0.131 nails 4 EACH I6 O.G. I 8d common (2 Y2" x 0.131")
PLASTER OR STUCCO FIN15H L/360 OR EQUIVALENT 4-8d box FACE NAIL 312" - I" nail 6 12"f
(2 YY x 0.1159; or 10d common
EXTERIOR WALL5- WIND LOADS 011TH L/240 C
T LESS O x 0.148 ) nail; or 6 12 NOTE: IT 15 THE RESPONSIBILITY OF THE BUILDER/GENERAL
OTHER BRITTLE FIN15HE5 USED FOR SEPARATION LIES ON REQUIRED BY TH 5 SECTIONEQAN I/2-INCH GYPSUM BOARD OR EQUIVALENT (3,V2" b 32 1 3e"34"0.135")• or - 1 8d common (2 Y2" x 0.1319 CONTRACTOR TO ENGAGE IN THE SERVICES OF A HERS RATER TO
EXTERIOR WALLS- WIND deformed nail LOADS WITH 4-8d common TOE NAIL PERFORM DOOR FAN TEST FOR AIR SEALING AND MECHANICAL
L/120 NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT (2,142" x 0.151"); or OTHER WALL SHEATHING "g VENTILATION TO MEET THE REQUIREMENTS OF THE RESIDENTIAL CODE
FLEXIBLE FINISHES GARAGES LOCATED LE55 THAN 3 FEET FROM APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS 4-I0d box I Y2" alvanized roofing A DWELLING UNIT ON THE SAME LOT � 9 OF NEW YORK STATE.
ALL OTHER STRUCTURAL MEMBERS L/600 THAT ARE WITHIN THIS AREA (3" x 0.128"); or 32" STRUCTURAL nail, ,(b" head diameter, 3 6
16 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.131" nails 33 GELLUL051G FIBERBOARD or I J" staple I6 ga., or
3-I6d box SHEATHING I" crown
UNDER-STAIR PROTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RATE (3 Y" x 0.135")• or 1 3/4" alvanized roofing
PER 2020 8E51DENTIAL 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 :2%211 5TRUGTURAL nail, 3(6" head diameter,
(312' x 0.162"); or END NAIL 34 CELLULOSIC FIBERBOARD or I �" staple 16 ga., or I" 3 6
ENCLOSED SPACE UNDER STAIRS THAT 15 ACCESSED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOU5E MECHANICAL VENTILATION 5Y57EM 3-IOd box SHEATHING crown
BY A DOOR OR AC(E55 PANEL SHALL HAVE WALLS, UNIT 15 5 AIR CHANGES PER HOUR OR LE55 WHERE SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS (3" x 0.128"); or I YY galvanized roofin T�ll""FICA,IL
3-3" x 0.131 ' nails P g 7 7 / /N� ��/L
UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 RATE IN CUBIC FEET PER MINUTE = (0.01 X TOTAL Hall; sta le galvanized,
3-IOd box 35 32" GYPSUM I Y2" Ion I Y4" screws,
ON THE ENCLOSED 510E WITH I INCH W.G (50 PA) IN ACCORDANCE WITH SECTION SQUARE FOOT AREA OF HOUSE) + [7.5 X(NUMBER OF (3" x 0.128"); or SHEATHIN6"D g'
/2 -INCH (12.1 MM) GYPSUM BOARD. N1102.4.1.2, THE DWELLING UNIT SHALL BE PROVIDED BEDROOMS + 1)] TOP PLATES, LAPS AT CORNERS type W or 5 scALe=NT.s.
17 2-I6d common FAGS NAIL 3
WITH WHOLE-HOUSE MECHANICAL VENTILATION IN AND INTERSECTIONS (312" x 0.162")• or I /4" galvanized roofing ACCORDANCE WITH SECTION M1505.4 3-3 x 0.131 nails 36 5/8" GHall; staple galvanized,
YPSUM s s 7 7
MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- 3-Sd box SHEATHING D I /e long; I /e screws,
type W or S
AND TWO-FAMILY DWELLINGS PER TABLE MI505.4.4 (2 x 0 or
2-85d common mon WOOD STRUCTURAL PANELS, COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING
AREA TO BE 18 I" BRACE TO EACH STUD AND " bd deformed
VENTILATED VENTILATION RATES (2 2 x 0.131 )• or FAGS NAIL
PLATE 2-10d box (2" x 0.120") nail; or
(3" x 0.128"); or 37 3/4" and less 8d common 6 12
100 GFM INTERMITTENT OR 25 SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
KITCHENS 2 staples at I /" (2 YZ" x 0.131") Hall
CFM CONTINUOUS 3-8d box 8d common DATE: DESCRIPTION:
BATHROOMS 4 MECHANICAL EXHAUST CAPACITY (2 YZ" x 0.113") or (2 32" x 0.1319 nail or _ , - 07/i2/2i ATIALFIL�/1G
TOILET ROOMS OF 50 GFM INTERMITTENT OR 20 2-8d common 38 /8 - l 8d deformed 6 12 i
r, CODE COMPLIA/yCE
CFM CONTINUOUS la I" X 6" SHEATHING TO EACH (2 Y2" x 0.131")• NOTA/ AND DET�I or (2 Y2" x 0.120") nail V
2-10d box FACE NAIL 10d common
BEARING f
(3" x 0.128"); or (3" x 0.148") nail; or
3 6 12Y8staples, crown
z ' '
a., 1 3/4" long V2 3" x 0.120" nail ' ;: CAD FILE NAME:
2104_Ul
NE M S C H I C K SI LV E R M A N ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT *:
". ..the business of ARCHITECTURE." ../'PENCE RUIDENCE
11/17/2020..............._.... _... AY ROAD _ -
--------. .____..._. _.- ._ ... _. ._. _......... _._....-- -..._ ._. . _ - 600 LITTLE PECONIC P)
AX.... ....... ................................... ................_...... ...._.........._. ... 2104
.................... ... ............................................ - -----
..................... ......... . ........ ...... C
......... ................. ....._........... ............................... AWING NO.:
._._. _.._.... .._._.._. ._.. .-._.._. CUTCI�OGUE, NY 11935
/71VE/1 C L
66 EAST MAIN STREET ......... ...... ......
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-001
15
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com a COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 111 14 EL
USE EVERY OTHER NAIL HOLE USE EVERY OTHER NAIL HOLECvT
IN A ROW TO PROVIDE THEIN A ROW TO PROVIDE THE LENGTH
GODS-REQUIRED MINIMU (ODE-REQUIRED MINIMU END 51hlFWN5TRON5-TIE G5 5/1>� L5TA-3h
12° up CENTER-TO-DENTE LENGTH coILED 57RAP o 16'O.G. o EACH RAFTER RIME VENT
CENTER-TO-CENTS 5TW PA 5PAGIN6 FOR NAIL RIS
5PAGING FOR NAIL -� -- -
ea M4&5 - ROOF RAFTER ri
o O.G. O ��-
CLEAR
AN v
0520 5TRA j u
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END
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PROVIDE MINIMUNh,, LENGTH a�NA/Ls
WRAP PLA END D 15TANGE8 0 oc.
EQUAL NUMBER OF
R/A5P DPrA1L
(51MP5ON 5TRON67-TIE (5) 5PEGIFIED NAIL
1. I N5TALL 5TRAPP I NG A5 REO'D PER IN EACH END
THE WF(M 2001 TABLE 2.2A AND 3.38. 5#f 5M 57ROW-TIE'CS GO&W 5TR�4P LOAF PARMAX MW/M6 DPrrA N n� 1Y IOR.0/5r BR/AS/N6
I.MSTALL Tffi9.k'Oe- I.WML T119 M RM a!KN AWM ov"W"is•T!my
Pm TN".1'!ON 7001 Tme 5 I.WALL OM vo*M6 MK Db'OA
W�Aj / j�(j /(�/,//'r }rte ��(y / }/ter TAKE 99A Alb TAKE 0.7.
aI 1/ ,1.I. r;M RF/ `V VETA16 RA ER rl- VA6rall.6 MR MVM7r�TAKE9A
MIN. 6" w hMDDrIM MIN. 6" w
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FOR 5/2Z TYPICAL. FOR 512E t 5PAC/N6 (4I lOIVA d NAlL5 +
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(SiAftON 57RON647r Aer)
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STA NI�A P 5T A9=I I 6/C®I I ECT I ®N ETA I L5 EXTERIOIRI WINDOW DOOR HEADERS
NAILING SCHEDULE:
REIN CONI.5LAB HWON 51LL 50ALE = NT5 ROUGH OPD Mb 1161ME CIS FOR NNIPM aPDV*S
NOTATION
A B G D E
HIM900N 5/LL 2'-0' 2 N 2X4 I I I
FLASHlN6 4'-O' 4 N 2m 2 2 2 D
6 W 2OR N 2X6 9 9 9
•c • n. • .a 9'-0' 9 C1J X4 2X4 OR N 2X6 9 9 9 TYP.PROVIDE RAFTER TO
s e a �. 10 (2)2M 4 4 4 KING ATTAC+HW NO
0. E 12'-0' 12 (2)2X6 9 5 9 G E AJ6N®OR RAFTIM Alm
B
O o <•• 'a •, a... �,•" Oo0 57RAP N L5TA36 CAULK HERE PRIOR TO A.NIRM OF W NAILS AT EACH END OF 9TRAPPIN69 KM69 TO PLATES
0 0 0 ° STRAP o l6 O.G.
I—I 1 1-1 1 1—111— I I—III—I I 111-111-11 ARAPFW ARGYW INSTALLING'J'CHAMa B.N1E M of SILL 97WS ON THE FLAT WES NOT APPLY To mo"
_ DGIiBLE= 2X6 5/LL PLATE G.KH"OF RLL HEIGHT KM 9'IW9 AT EACH 91DE OF HEADER 1 —I I III—I I I I—I I I—III—III- MlTY TRIM D.NGF bD NALS EIS-NAIM THROUSN AD.IA W KING STUD F
—III—III —III—I I III— I I III—I 11= �Bt W OF HEADER AT EAON SM
III—III III—III— I—III I —III; (AWIL E , ) WAMRS
;III i I I I 11111,;,I l I III—i I I I— (4)Ian>�AILS E OVaal F JACK STUDS AT EAG+15V OF
F.Nkm OF 16D NAILS W-NAILED TT#t0116H ADJACBii JAOK 9TU79
_ I I -111,Z10 NO KW M
2-*4 GOK EACH FLATFJ 5/DIN57 H/TH 5W-LOCK TO END OF 911-4V AT EAGI SIDE OM NOT APPLY TD DOORS) 510M TVP-DETAIL•LEFT
y 5/8'0 AACHOR BOLT P(AJGH Ff15HED GP INTO
BEAR/MG 50/L 0 4'O.G.OW 5TORY ht'X1 Z UTILITY TRIM
0 6'O.G.(oma STORY hl'X15F,1 /NII SOW �` t�001�? 5T1Qr�4PP/N6
6 MIL WISTURE BARRIER
REF. FDN. PLAN Y
DRAINAGE PLAN
OVER 51EA1N/A(5 Al 9TRAPPIN6 TO BE I-(/4500 6AM 9TIM OR
'51hPr.�ON'EOl1NAL8ff-0600(COILED STRAP)
(ALL 9TRAPPIN6%HALL BE INSTALLM PRIOR TO%IEATTN6)
E77 A
DCTA/L OP/NTTtR/OR TH/GKN.SLAB f'YWAT/ON IYALL?LO0R FRAM/N6 DETA/L
SCALE=N.r5.
5/D/N6 C'1.051GRE'AT INlI1mIOW 5/LL
SEAL: _ REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE DESCRIPTION
07/12/21 IMFIAL FILI/VG
TYPICAL DETAIL/•
CAD FILE NAME:
2104-CYl
NEMSCHICK ..�
C�ILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
". ..the business of ARCHITECTURE." ENCERr-fIDENCE 11/17/2020
202104
4
- _ ..._.._.. ............ ....
........... - _........_.................... ........................-_.......................__.............. ........................._............ _..-..-.....-.._.._..... .................... . ............_..... .-_-. ................. ................. —............_ LITTLE PECONIC �
AY ROAD
SCALE:
DRAWING N
O.CUTCHOGUE, N 11935
....................... . -- ........................_ _.._.._........ ....._._...... ........... .........
66 EAST MAIN STREET .. _.....................__. .............................. ....__.........._ ...........-...... ...._ ..__.... _.._..........._... ... - ............_.............. ...._ _._.......... .____......_.. .._...._. ... f OTED
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: .....
one : 631 563 2130 Fax : 631 5632139 www.ns-arch.com 0 COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCHTECTS P.C. 1000 111 14 15 EL A0 ,02
REMOVAL Lj56j�Ali7
EXI5TIN6 WALL TO REMAIN.
(2) EXISTING FOOTINC75 - — - - - - EXISTING WALL TO BE REMOVED.
FOR EXI5TIN6 DEGK
GOLUMN5 TO REMAIN.
EXI5TIN6 DOOR TO REMAIN.
n n
EXI5TIN6 DOOR TO BE REMOVED.
EXI5TIN6 WINDOW TO REMAIN.
(3) EXI5TIN6 FOOTIN65
TO REMAIN. EXI5TIN6 WINDOW TO REMOVED.
REMOVE EXISTING BEAM I. GONTRAGTOR TO PROVIDE TEMPORARY SUPPORT OF
ALL LOAD BEARING ELEMENTS UNTIL NEW STRUCTURE
15 IN5TALLED.
I 5EGTION OF FLOOR ABOVE
TO BE GUT BAGK FOR NEW
5TAIR IN5TALLATION.
PROVIDE TEMPORARY
5HORIN6 OF EXI5TIN6
FLOOR TO REMAIN.
I O
i
I
IIIIIIII � _
L _
BO/LER
REMOVE EXI5TIN6 STAIR. REMOVE EXI5TIN6
5LAB A5 REQUIRED
HWH FOR NEW FOOTING.
TANK
DEMO 16"X24" EXI5TIN6 PORTION OF
FOUNDATION WALL TO PROVIDE
AGGE55 IN AGGORDANGE WITH
R408.4 OF THE RGNY5
SEAL: _..._ _ REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRIPTION:
07/12/21 01TIAL rILOG
REMOVAL CELLAR PLAN
CAD FILE NAME:
2104A-001?
NEMSCHICK �SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
". . .the business of ARCHITECTURE." /PENCE R�/IDENCE
c
- AY ROAD
2020
20 2104
_ -. _____...._ _..... _.._...._ .......... ---.__--.-... ---_.._....._. ... _ . .. 600 LITTLE PECONIC
(D
P-
)AX DRAWING
CUTCHOGUE, NY 11955
AY
66 EAST MAIN STREET _._.............. ...... - - ...... ..
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-0
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com ®COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 111 14 15 EL
I
REMOVE (2) EXISTING COLUMNS AND PROVIDE
2 TEMP. 5HORIN6 AS REQUIRED FOR EXI5TIN6
A-6 TRELLIS.
L- -1 L- -1 EXI5TIN6 WALL TO REMAIN.
- - - - - - EXISTING WALL TO BE REMOVED.
EXI5TIN6 DOOR TO REMAIN.
REMOVE EXISTING STAIR.
n n
EXISTING DOOR TO BE REMOVED.
REMOVE (3) EXISTING COLUMNS AND
ASSOCIATED 2ND FLOOR DECK REMOVE EXISTING WINDOWS
STRUCTURE ABOVE:. ASSOCIATED AND DOORS, TYP.
EXISTING WINDOW TO REMAIN.
FOOTING5 TO REMAIN.
EXISTING WINDOW TO REMAIN.
I I
_ Ilf- - -
L_ I L- -I L_ _J
- - 7L _ - - �� \\J G/ 1. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT OF
n- - _ - - -� - - - - ��
A L A D B ARIN6 ELEMENTS UNTIL NEW STRUCTURE
REMOVE PORTION OF EXTERIOR - - - - - - I - - - III EXI5TIN6 GRILL TO
WALL5 AND WINDOW5 FOR NEW \ \\\\ //j \\\\ /// I I 111 BE REMOVED
OPENINGS. \\\ J G J G SII
- - - - - - - - - Li I I
REPLACE EXISTING I I I L J
WINDOWS. PROVIDE NEW
ROUGH OPENIN6 T'I'P.
I I I REMOVE EXI5TIN6
WINDOWS. PROVIDE NEW
ROUGH OPENING TYP.
REMOVE EXI5TIN5 FLOORIN6,TYPICAL.
I I r--1
II II
II II J II
I II II � —
II II
-- _�_ -_- -_- - -- _ -_ - - - REMOVE EXI5TIN6
�� TTr-I- - - - - r- _T I � ��� T - �F - -1 F - -1 - STEP LANDING
A2 ��] III I I I
_j � L _ LL _J 'III A-6
GAP ALL PLUMBING IN FLOOR/I^IALL
A5 REQUIRED. TYP. -
II \ / I N
GAP ALL PLUMBING BELOW
— — — — � - /// I FLOOR/ IN WALL AS REQUIRED.
I I I I I LJ I TYP.
\\ — REMOVE WALL5,
LF-11
r - - \ � ASSOCIATED DOORS,
I � I - - ---- - - - - - -- - - ELECTRICAL 5WITCHE5,
_J L // RECEPTACLES ETC., AS
DENOTED ON DRAWIN65.
-
I \\ II
- - - - - - - - - - - - - REMOVE PORTION OF
- U \� - - - - - - - - - I EXTERIOR WALL5 AND
U \\
-� \ I WINDOWS FOR NEW _
REMOVE WALLS, ASSOCIATED DOORS, \\ OPENIN65. u r
ELECTRICAL 5WITGHE5,RECEPTACLES
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I I I
IF I I I
REMOVE EXISTING FLOORIN6, TYPICAL. I I 1I-I-
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II L I- J I FLOOR/WALL A5 REQUIRED.
EXISTING GEILIN6 TO REMAIN I I I I IL TYP. I 7__L j
I I � — � I L_ _ u
REMOVE EXISTING
REMOVE EXI5TIN6 GEILIN6 FINISHES AND GEILIN6 I _ _ __ J I I — FLOORIN6, TYPIGAL.
REMOVE EXISTING GEILIN6 FINISHES JOISTS UP TO EXISTING ROOF RAFTERS
AND SELECT GEILIN6 JOISTS UP TO
EXISTING ROOF RAFTERS. 5EE RGP Li
FOR MORE INFO.-
-— — - - REMOVE EXISTING
GABINETRY TYP.
REMOVE PORTION OF EXTERIOR
WALL5 AND WINDOW5.
A-5
SEAL: REVISIONS/SUBMISSIONS:
DRAWING TITLE:
56ALE = 1/4" = .l'-O" ®` �r�
;.,,.
�.,� DATE: DESCRIPTION:
}" 07/12/21 INITIAL MU/VG
y..
REMOVAL FIR„/T FLOOR PLM
CAD FILE NAME:
r
2104 A-01P
PROJECT TITLE: DATE: NSA PROJECT
NEMSCHICK ZSILVERMAN ARCHITECTS P.C.
"...the business of ARCHITECTURE." ,/'PENCE RUIDENCE
11/17/2020 20_2104
- - — ECONIC P�AY ROAD
E /Nc IT
-H0GjJ__L
....................... ............._ _.... SCALE: DRAWING NO:
CUTCHOGUE, NY 119-55
66 EAST MAIN STREET _............... ...c--- ............ _ -
� J NOTED
PATCHOGUE, NEW YORK 11772DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com
COPYRIGHT 2021 I�MSCF9CK SILVERMAN ARCHTECTS P.C. 1 000
111 14 15 EL
RjEMOVAL L66j�FN
Z-:�
EXI5TING WALL TO REMAIN.
— — — — - - EXISTING KALL TO BE REMOVED.
2
Ate, EXISTING DOOR TO REMAIN.
n n
EXISTING 2ND FLOOR DEGK TO
EXI5TIN5 DOOR TO BE REMOVED.
REMAIN. 5EE FIRST FLOOR PLAN
FOR MORE INFO.
REMOVE PORTION OF EXTERIOR REMOVE EXISTING STAIR. EXI5TIN6 WINDOW TO REMAIN.
KALL5 AND KINDOK5 FOR NEW
OPENINGS. EXI5TING WINDOW TO REMAIN.
I. GONTRAGTOR
A/0-
III— — —
TO PROVIDE TEMPORARY SUPPORT OF
- - _ — �' ALL LOAD BEARING ELEMENT5 UNTIL NEW 5TRUGTURE
15 IN5TALLED.
0 n 0
0o
0
0
o
\\
I
Li
n n '
T /
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u u
I
OPEN TO
EXI5TIN6 ROOF TO REMAIN UON. TYP. EXI5TINC6 ROOF TO REMAIN UON. TYP.
I
A-5
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRIPTCR
5GALE = l/4"_ /'-O"
07/12!21 I/VITIAL FILI/VG
REMOVAL 2/1) FLOOR PLA/1
C,AD FILE NAME:
2104A-02P
PROJECT TITLE: DATE: NSA PROJECT :
NEMSCHICK SILVERMAN RCHITECTS P.C.
the business of ARCHITECTURE." f PENCE R�/IDENCE 20_2104
. .........._._._._.._......_.....__... .._.... -- --- -- - —
_.... ___.._...____.._. ___.-_-_---.__.-... AY ROAD
- _...................... -. ___ 600 LITT
d7
- _ _ - __ E PECONIC
---------- .. _ _..__..-._.. ... — _ --- - - ... - - _ _ _ _ _ — --.........--- ...-...---------------- _.. --- .._. _..
.. _ _ -- - --- — -- -- ._..— ALE: DRAWING NO.:
----------------------- ----------------- ----------- CUTCHOGUE, /V 11955
66 EAST MAIN STREET - -------------....._ --------------------
------------- -. _... __.._...-
PATCHOGUE, NEWYORK 11772
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRIGHT 2021 NEMSCHICK SLVERMAN ARCHFrECTS P.C. 1000 111 14 15 EL
I A-2I
S SMOKE DETEGTOR
(2) NEW 4x4 PT. HP. P05T5 ® �'O GARBON MONOXIDE DETEGTOR
EXISTING FOOTINC75 WITH
51MP50N GPT2 P05T BASE AT
EXI5TIN6 FOOTINC75
S/GO 5MOKE /GARBON MONOXIDE
_ GOMBINATION DETEGTOR
NEW 5TRUGnRAL 4X4 P05T - NEW STAIR TO BE
TO 51T ON EXISTING m 3'-O INSTALLED WITH -I y2" MAX.
FOUNDATION WALL. Y.I.F. R15E, II" RUN AND A 36"H ®
GABLE HANDRAIL.
(2) NEW 4x4 PT. M. P05T5 ® _ -
EXI5TIN6 FOOTINGS WITH PROVIDE ANCHOR BOLTS A5 PER 2020 RE51DENTIAL
51MP50N GPT2 POST BASE AT CODE OF NEW YORK STATE 5EGTION R403.1.6. A5
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`X 3. GONTRAGTOR TO GOORDINATE WORK WITH ALL THE TRADES
N 4. ALL DIMEN51ON5 ON THE5E DRAWIN675 ARE FINISHED DIMEN51ON5.
Lxu
EXISTING BEAM AB. 5. HOLD ALL ANGULAR AND EXTERIOR DIMENSIONS.
(b. GONTRAGTOR TO NOTIFY ARGHITEGT OF ANY D15GREPANGIE5 OR UNGERTAINTIE5 ON THESE
W DRAWINGS IMMEDIATELY.
1. A51DE FROM WHAT HA5 BEEN INDIGATE:D ON THE DRAH065 GONTRAGTOR TO PROVIDE ANY
PIN EXISTING FOUND. TO NEW W/ I-II" B.O.J.
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#B REBAR @) 16" O.G. VERT. 11 D
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NEW I L TYPE 4 SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
MAX 21,_5„ MAX VENTILATION PANEL.
8" DATE: DESCRIPTIOR
07/12/21 1111TIAL FILI7OG
� ... PROPO/'ED CELLAR PLAN
CELLAR A V i
_ CAD FILE NAME:
2104A-0-5P
NEMSCHICK �;ILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
the business of ARCHITECTURE." ,/•PENCE R�•IDENCE 20_2104
-.. __............._ ......
2020
- 00 LITTLE PECO/11C PLAY ROAD
_.......... -........... --.................._._..........._ ____........_ U.-
_.............. .................. ................. ....................... _....... _...._.._.....-...... -- - CLE
• _._............ __.. _......_.... ........__......... _---- -- _...... ...................... -_...... _.......... --- DRAWING NO..
CUTCHOGUE, /yY 11955
--...-.......- ..._ - - ---..... ----------_------- -- - A /10----------- 1 TED
66 EAST MAIN STREET
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 9 COPYRIGHT 2021 NEMSCHCK SLVERMAN ARCHITECTS P.C. 1000 111 14 15 EL
I!
2
S SMOKE DETECTOR
NEW AZAK SQUARE COLUMN
4 WRAP OR ARCHITECT G'O CARBON MONOXIDE DETECTOR
OA_� APPROVED EQUAL TO BE
Q INSTALLED AT (2)NEW P05T5
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WRAP OR ARCHITECT 6'-10"
APPROVED EQUAL TO BE � P
IN5TALLED AT (2)NEW P05T5 NEW 2X8 LEDGER BOARD TO BE o N O
LA6 BOLTED, STAGGERED co
ALONG EXISTING WALL FOR NEW R N -- - z IIo
5TANDIN6 SEEM ROOF AB. N CI - -�, — — • — • — J
-- I; _._._._._._._._._._.
NEW 5-1/4"x9_1/4" 2.0E PSL-5L2 BEAM -- - -- -- `� PROVIDE ANCHOR BOLT5 A5 PER 2020 RE51DENTIAL
z NEW(3) -I/4"x9 I/4" 2.0E LVL-11DWBE
— CODE OF NEW YORK STATE 5EGTI ON R403.1.6. AS
NOTED ON SHEET A-0.1
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GLASS W/ 0 104
BLACK S - -- 3 REVIEW AND APPLICATION OF ALL INFORMATION CONTAINED IN GENERAL NOTE5.
N
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TO BE INSTALLED 4. ALL DIMENSIONS ON THESE DRAWINGS ARE FINI5HED DIMEN51ON5.
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L.
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_ @ 16" O.G. O � � 6. CONTRACTOR TO NOTIFY ARGHITEGT OF ANY DI5GREPANGIE5 OR UNGERTAINTIE5 ON THESE
OE 3 m D.W. s DRAWINGS IMMEDIATELY.
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V1 N-- ,
DATE: DESCRIPTION:
\'� 07/12/21 InITIAL rIU/iG
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FR01=05E,!;� iw/1�_5 T �L OCR )Pi/---A/\/
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NEMSCHICK SILVERMAN /ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
". . .the business of ARCHITECTURE."
JF11/`CE RUIDE/iCE 11/17/2020 202104
-........................ ............. - _ _ LE
PECO i
AY ROAD SCALE: DRAWING NO.:
-- CUTCHOGUE, NY 11955
66 EAST MAIN STREET --------- ....------- _...----------.. ................ __... ............_._.._ _..... __....._. _.... — _...... ....._ _.. A/•NOTED
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-4
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com
o COPYRIGHT 2021 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 111 14 15 EL
i
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S 5MOKE DETECTOR
CARBON MONOXIDE DETECTOR
A-b O
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4
A-8 5/GO SMOKE /GARBON MONOXIDE
EX/STING RILING H!/ -- --
COMBINATION DETECTOR
BAL05TER5 TO REMAIN.
PROVIDE HARDWOOD -_ ®
FLOORING. FIN15H TO BE -
-.-r
PROVIDED BY OTHERS.
PROVIDE ANCHOR BOLTS A5 PER 2020 RE51DENTIAL
--- { CODE OF NEW YORK STATE SECTION R403.1.6. AS
Y - --
O NOTED ON SHEET A-0.1
O O
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I. ASIDE FROM ALL NOTE5 ON THI5 PLAN CONTRACTOR 15 RE5PON51BLE FOR THOROUGH
REVIEW AND APPLICATION OF ALL INFORMATION CONTAINED IN 6ENERAL NOTES.
2. CONTRACTOR TO PROVIDE 5UFFIGIENT 5TRUGTURAL 5UPPORT d CONNECTION 4
GONNEGTION5 THROUGHOUT THE PRO-EGT.
3. CONTRACTOR TO COORDINATE WORK WITH ALL THE TRADE5
4. ALL DIMENSIONS ON THE5E DRAWINGS ARE FINISHED DIMEN510N5.
5. HOLD ALL ANGULAR AND EXTERIOR DIMEN51ON5.
6. CONTRACTOR TO NOTIFY ARCHITECT OF ANY 015GREPANGIE5 OR UNCERTAINTIES ON THESE
AL16N PROP05ED RIDGE EXTENSION
DRAWINGS IMMEDIATELY.
WITH EXI5TIN6 RI06E. B/TUTHENE ICE-GUARD FLA5H/NG
2'-0"MIN O=ROM EXTERIOR BU/LD/NG 7. A51DE FROM WHAT HA5 BEEN INDICATED ON THE PRANIN65 CONTRACTOR TO PROVIDE ANY
480 LB. ASPHALT ROOF SHINGLES
POLO® ALL ROOF EDGES, � � 3
ADDITIONAL 5MOKE AND/OR GARBON MONOXIDE DETEGTOR5 AGGORDIN6 TO CODE.
VALLEY5 $ ROOF OPENING5 TYP. A-8 A-8
OVER 30# FELT A5 5ELEGTED, W/ U.O.N.
LIFETIME WARRANTEE. (TYP. U.O.N)
PROVIDE ALUMINUM GUTTER 4
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PROVIDE ALUMINUM 6UTTER
DOWNSPOUTSZ SEAL: - REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRPTION:
A-7
07/1221 IMITIAL rIL1/iG
t PROPOJE
C', A D 2N0 FLOOR PLA/l
0�RO�®5 � 5ECONV �L 001q /PAL-AN
CAD FILE NAME:
5GALE = 114' = P-O„
2104A-05P
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK :3ILVERMAN ARCHITECTS P.C.
the business of ARCHITECTURE." JPENCE Rull7mCE 202104
11/17/2020
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—. CUTCHOGUE, NY 11955 SCALE: DRAWING NO..
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- ----------- --- ... -- _. ..__ . ...... TED
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Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com COPYRIGHT 2021 NEMSCHICK SLVERMAN ARCHITECTS P.C. IOOO 111 14 15 EL
END
- - -- - - El- =E) DUPLEX RECEPTACLE
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® FLOOR DUPLEX RECEPTACLE
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I. A51DE FROM WHAT HA5 BEEN INDICATED ON THE
WP DRAWIN65 CONTRACTOR 15 RE5PON50LE TO
' PROVIDE ANY OTHER OWLET5 IN ORDER To MEET
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----------------- -ENT
CODE REQUIRES.
— — -- - — — ® --- 2. CONTRACTOR 15 RE5PON51BLE TO PROVIDE
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ALL ELECTRICAL
• — . — • — • — . — — — — EQUIPMENT AND APPLIANGE5 INDICATED ON
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07/1221 I/11TIAL F1LI/VG
/° =' PROPQ/•LD vT I=LOOR POWI-R PLA/1
R01=05EL� /� CC^ FOAER AN
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PROJECT TITLE: DATE: NSA PROJECT #:
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11/17/2020 202104
. __ _.._..__ _ . �....__.�. - 600 LITTLE P -
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- - � -- SCALE: DRAWING NO.:
._ _ .. .. .... .. ... .. .... .... ... CUTCf�OGUE, NY 11935
66 EAST MAIN STREET _._........_......__. ............_...____ - _ __.
PATCHOGUE, NEW YORK 11772DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: (D
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com o COPYRIGHT 2021 NEMSCMCK SUERMAN ARCHITECTS 10 10 111 14 15 CI
�MEOL- � 66EAV L_ I C HTI N6 L Er-57E iD
O SMOKE DETECTOR INTERCONNECTED TO ALL
OTHER SMOKE DETECTORS ON DEDICATED
S 5MOKE DETECTOR CIRCUIT Al NO INTERVENING SWITCHES.
O SMOKE DETECTOR4 CARBON
MONOXIDE DETECTOR
C O CARBON MONOXIDE DETECTOR
WALL SWITCH
4" LED
/® O- OUTDOOR WALL MOUNTED LIGHT FIXTURE
CHANDELIER/HANGING LIGHT FIXTURE
PROVIDE ANCHOR BOLTS AS PER 2020 RESIDENTIAL CEILING MOUNTED HANGING LIGHT FIXTURE
CODE OF NEW YORK STATE 5EGTION R403.1.6. A5
��. - ------------------\\\ NOTED ON SHEET A-0.I Cfi1 SCONCE
UPPER CABINET TASK LIGHT
aFoltapol CEILING MOUNTED EXHAUST FAN
` I. A51DE FROM ALL NOTES ON THI5 PLAN CONTRACTOR 15
`-------------- - RE5PON515LE FOR THOROUGH REVIEW AND APPLICATION OF
\\ ALL INFORMATION CONTAINED IN GENERAL NOTES. GARAGE DOOR OPENER
2. CONTRACTOR TO PROVIDE SUFFICIENT STRUCTURAL
SUPPORT 4 CONNECTION d GONNEGTION5 THROU614OUT THE
PROJECT. CEILING FAN
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\�� ; \ i/ _-- -- 3. CONTRACTOR TO COORDINATE WORK WITH ALL THE TRADES
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4. ALL DIMEN51ON5 ON THESE DRAWIN65 ARE FINISHED
O-1 WALL MOUNTED LIGHT FIXTURE
I I I I D IMEN51 ON5.
5. HOLD ALL ANGULAR AND EXTERIOR DIMEN51ON5.
-------
L_ I GHTI NO NOTES
i 6. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES
i OR UNGERTAINTIE5 ON THESE DRAWIN65 IMMEDIATELY.
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�K-4�EILINC, 56FFIT / I / ► I. ALL WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
1. A51DE FROM WHAT HA5 BEEN INDICATED ON THE DRAWINGS THE REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION
CONTRACTOR TO PROVIDE ANY ADDITIONAL SMOKE AND/OR AND WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
�, ,� CARBON MONOXIDE DETECTORS ACCORDING TO CODE.
NEW GEILIN6 SOFFIT CONTRACTOR SHALL VERIFY ALL CEILING HEIGHTS AND CEILING
/ `� `� / �`m 2. PLENUM CONDITIONS FOR CLEARANCE OF LIGHTING AND OTHER
CEILING OBTRUSIONS TO ASSURE THE FINISHED CEILING'S HEIGHT.
ANY DISCREPANCY SHALL BE BROUGHT TO THE ARCHITECT'S
ATTENTION IMMEDIATELY. ALL PIXTURE5 SHALL BE SET FLUSH
WITH CEILINGS.
3. ALL SWITCHES TO BE ON A DIMMER EXCEPT FOR THE OL05ET5
/ I \` 4. ALL INTERIOR LIGHT SWITCHES TO BE INSTALLED 40" A.F.F. TO
D `
CENTERLINE OF SWITCH AND 6" FROM DOOR EDGE TO
n OPEN TO ABOVE — — — — — — —— — — — CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED.
050 FAUX ROOF RAFTER PVG1 ILI%TIE.5EE INTERIOR EEVA lM!
` / 1 5. FOR BATHROOMS THE LIGHT SY41TCHES HEIGHT WILL BE SPECIFIED
11 {� I CATH CATH i�\
I / \ CEILING CEILINGAFTER THE COMPLETION OF TILE SETTING DESIGN
WOOD PLANK 5HEATHIN6 TO BE �� i 6. IN THE KITCHEN AREA, PROVIDE LIGHTS UNDER ALL THE UPPER
IN5TALLED AT ENTRY WAY GEILIN6. `Lm (8') CABINETS
FINAL SPEC BY INTERIOR DE5I6NE AUX ROOF RAFTER I I TIE.SEE I TERI
�Rpp05EIY OR ELEVATIONS
i 1 / h i 'T. WHERE MORE THAN ONE SWITCH OCCURS IN THE SAME LOCATION,
m i i i THE SWITCHES SHALL BE INSTALLED IN GANG TYPE BOX, UNDER
ONE COVER PLATE
PROVIDE SOLID BLOGKIN6 BETWEEN 8. HEIGHTS OF ALL WALL SCONCES SHALL BE INSTALLED
I LED (8') _ _ _ _ _ _ _ _ ROOF RAFTERS IN GEILIN6 ACCORDING TO ARCHITECTS SPECS.
z — — — A55EMBLY. AT GEILIN6 TIES 5EE LL,
V�- -_ - pROP05EiY/FAUX ROOF RAFTER INC ILIM TIE.5EE INTERIOR ELEVATIONSI 5EGTION5FOR ADDITIONAL INFO.
a. ALL FIXTURES TO BE SELECTED BY OWNER.
P D GEILIN ;GE'l TIONS.
� � � `Q..{ 10. ALL WALL SW I TGHES LOCATED AT DOORS SHALL BE INSTALLED
�1 - \ �� (87 ON THE STRIKE SIDE OF THE DOOR.
CATH CATH — — — — —— — — — — — 11. CONTRACTOR SHALL FURNI5H AND INSTALL ALL LAMP5/BUL55.
-- fClNG `�PROPOSED FAVX ROOF RAFTER NVG ILIM TIE.5EE INTERIOR ELEVATIAI
LU 12. ALL DECORATIVE LIGHTING FIXTURES WILL BE PROVIDED BY
I I
FAUX RAFTERS/COLLAR TIES. SEE OWNER.
LED (10') ` _ _ _ _ _ _ _ _ _ I ��� `� INTERIOR ELEVATION5 AND 5EGTION5
P#izOPOSED EILIN TIE. SEE SECTIONS. ' `�L�D (8') i FOR MORE INFO. 13. ALL CEILING WORK SHALL BE COORDINATED WITH THE WORK OF
/ I EXI5TIN6GEILIN6 - - - - -- - -- - -
J015T5 TO BE ; "05ED FAUX ROOF RAFTER WIG ILIM TIE.5EE INTERJOR ELEVATIONS PROVIDE Ixb NICKEL GAP AT OTHER TRADES.
w REMOVED. KEEP CATH CATH CEILINGS. FINISH BY OTHERS. 14. A51DE FROM WHAT HAS BEEN INDICATED ON THE DRAWINGS
E:X15TIN6 GEILIN6 I CEILING CEILING
`�� (ip) JOISTS ®4 GEILIN6
Q ,i CONTRACTOR TO PROVIDE ANY ADDITIONAL SMOKE AND/OR
_ _ 05ED FAUX ROOF RAFTER WIG ILI%TIE.5EE INTERIOR ELEVATIONS CARBON MONOXIDE DETECTORS ACCORDING TO GODS.
PROPOSED GEILIN6 TIE. SEE 5EG IONS.
PROVIDE SOLID i HOOD
PROPOSED GEILIN6 TIE. SEE CTIONS. I BLOGKIN6 BETWEEN
ROOF RAFTER5 IN
GEILIN6 A55EMBLY. AT
GEILIN6 TIE5. 5EE - -- -_--- ---- -- --
` 5EGTION5 FOR
` ADDITIONAL INFO.
�0
`.
I I /
� I I
1 �
�
U U jl
0
\� EQ. EQ. 2 Q. 2
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
' DATE: DESCRIPTIOR
07/12/21 I/11TIAL PILIAG
PROPOfED U7 FLOOR RCP
FR01=05EL)` �IIR5 /0�I 00R RIC F
CAD FILE NAME:
56ALE = 1/4" = P-0"
2104 A-07P
NEMSCHICK SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
the business of ARCHITECTURE." f PE/10E Rull)ENCE
11/17/2020 202104
..-. - ___..... _. _. _ _ 600 LITTLE PECO
_— -- _-.-- —. -- NIC PLAY ROAD
............................... .................. ......... ..... -" - ...... ..... .............._._ ...... S DRAWING NO.:
_........ _. ...... ............. CUTCI�OGUE, NY 11935
66 EAST MAIN STREET -
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com o COPYRIGHT 2021 NEMSCHICK SLVERMAN ARCHfTECTS P.C. 1000 111 14 13 EL
TOP OF RIDGE
N
Al k
O
O
TOP OF RIDGE
480 LB. ASPHALT ROOF 5HIN6LE5 /�- \\
OVER 30# FELT A5 SELECTED,W/
h LIFETIME WARRANTEE. (TYP. U.O.N)
- -- -
- ---
- --
j .........................................-
SEGOND FLOOR - /- - - - - - -� -- .................................. ..._....
..............._............_......................
..................... . .... ....._..........--... .....................
PAINTED CEDAR TRIM ....................._....... ..............._
(COLOR A5 5ELECTED) / ----____.....-__._..............--
TYP. .............................................................................._..........__...... //
I" X 6" PAINTED GEDAR ................................................................................................... / .......
SHIP-LAP SIDING -------__-----__.._.............---
..................
(COLOR A5 5ELECTED) ........................................................ ...................................... \ ..................__............_..............................
.._...........__......................_........_.. . ...---......._.�.
TYP. . . ..... . .... _........ ....... _.._.__._._.__ __ \ _�...._--�- -...............__ INTER CEDAR
5HILAP
..............................................................................................................................................................._.................................................................._.._............................................................._...... \ ..........................................................
FIR5T FLOOR _-_...-----------.-.-.-...---.-.--------_----....-.........._......__--.---------_. .._----- .... (GOLOR A5 5ELEGTED)
NEW AZAK 50UARE COLUMN
WRAP OR ARCHITECT
APPROVED EQUAL TO BE
MIN. FOOTING DEPTH INSTALLED AT(2)NEW P05T5
�n
HIGH CELLAR FLOOR
LOW CELLAR FLOOR
lip
NOR r7 JELE\11A 7/0/V
56ALE = 1/4" _ P-O"
TOP OF RIDGE
51NGLE STORY ADDITION
AF 01 RIDGE EXTEN51ON 480 LB. A5PHALT ROOF 5HIN6LE5
OVER 30# FELT A5 5ELEGTED,W/
LIFETIME WARRANTEE. (TYP. U.O.N)
12
_- --- -
-- --- _ .
._. ..............................._...._........................
-----------
j
�V
5EGONDFLOOR _..........._...._-----------------------.._..._.......-----....._............._-------------------------------------._ --
.............................. .... .............................. ................... ......................... ........... ......................................._........................
_--......._....... ....._.
...............................--_........_.................................__........_.................. PAINTED CEDAR TRIM
__.___......................-...----.--------_.___.......—_.�._.—___.___. .. (COLOR AS SELECTED)
V-
"� -- - I" X 6" PAINTED CEDAR
_....__........_....................._..........._-..........__..........._.................__._..........._............_..........._........._...............__..........
................................ ........_............................._.....................___........_...........................----..........__...__.._.__......._.._........_.. SHIP-LAP 51DING
— — (COLOR A5 5ELEGTED)
.............I............................................__...........................................__............_............................................--_........__...... TYP.
FIRSTFLOOR .._..........-----..............._............_........._..._--.__.........._._............._...._. ... _._....._._._........._....._....— _
GRADE
A,5 E)l 1W
1A T/0/\/
- � -
� SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
56ALE 114" /LO" DATE: DESCRIPTION:
i�
' 07i12rn VVITIALrILIIG PROPOfED /NORTH A/yD
- - - - - - - - - - - - EA../TLLE.VATIO/1-f
1 CELLAR OOR — — I — - -
r
LOIN CELLAR FLOOR
CAD FILE NAME:
2104 A-08E
NE 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." YPE.NCE. Rulpc `ICE
11/17/2020 202104
-- 600 LITTLEPECONC �
Y ROAD� — - CUTCHOGUE, NY 11935
SCALE: DRAWING NO.:
66 EAST MAIN STREET ............................ .......... _......_. ..._.. -_ _._..... — -
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-8
Phone : 631 5632130 Fax : 631 563 2139 www.ns-arch.com c COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 111 14 1.5 EL
Lu U O
TOP OF RIDGE
----------------------------------------
12
NI I .......... __......—........—....
......................................_............................. ........
r ............__.......................................................................
.................................... .................
---------------------------------------------------------------------.............._._....
......... ...__........_...._.._
.................................. ..................
SECOND FLOOR ____............ __........—.........
...................... ... .. ..............................
------------. ............. _...........
..
................................ ....- ..................... ........... ............ --------------------------..
-........... _... ..................... ...........................
--------._......--_.._......
Al kFIRST FLOOR
LU
----------------------
N
G E
e
O
MIN. FOOTING DEPTH
u�
H/GH CELLAR FLOOR I" X b PAINTED GEDAR
SHIP-LAP SIDING
j i (COLOR A5 5ELEGTED)
LOW CELLAR FLOOR TYP. —
\/A T/0/v
56ALE= I/4"_ P-O"
TOP OF RIDGE AH
-- __
.............
a ® _ .............
.
iLLJ LJ LJ
Q SECOND FLOOR -_
n�
n-
`a EXISTING 5EGOND FLOOR
------ DECK AND RAILING TO
---------- ........................ REMAIN. 5HORE A5
.........------------------------- REQUIRED FOR NEW BEAM
--------------------------- IN5TALLATION. 5EE
FIRST FLOOR �74 _........._................. FLOOR PLAN5 FOR MORE
_.._...---__.__ INFORMATION.
-23 GRADE
�A �Fr 3 If / TI(VIV
�t
SEAL: ® -_ REVISIONS/SUBMISSIONS: DRAWING TITLE:
SCALE = l/4"= /'-O" i� I -
DATE DESCRIPTION:
PROPO07/12/21 IAMA�NUM�H/GH CELLAR FLOOR - LD Wlj7 A/11)
fOUTFELEVATIO
LOWCELLAR FLOORWrl
- - � ,. - ,• �, � Nf
— — — — — - .
NAME:
2104 A-09E
NE M S C H I C K %SI LV E R M A N ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
the business of ARCHITECTURE." ,/'PENCE RUIUmCE
11/17/2020 20_2104
— 600 LITTLE PECONIC PLAY ROAD
._. SCALE: DRAWING NO.:
CUTC1I0GUL, NY 11955
66 EAST MAIN - -..... - _ _ ---
...._...... --... ------- - -..__._ .....- ..... - ._.._.......... — A/'NOTED
TRE -- _ -
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A—
Phone
: 631 563 2130 Fax : 631 563 2139 www.ns-arch.com ®COPYRIGHT 2021 NEMSCHCK SRNERMAN ARCH TECTS P.C, 1000 111 14 13 EL
ol PROPOSED I STORY ADDITION
OPOSED RIDGE EXTENSION HURRICANE STRAPPING SEE
ol
EXISTING I STORY RESIDENCE A-0.2 FOR MORE INFO.
NEW ROOF. 5EE ROOF A55EMBLY:
AL16N RIDGES 2X10 RJ ®I6"O.G. W/3" R-19.5 GL05ED
TOP OF I?IDGE GONSTRUGTION PLANS. TOP OF R/DGE GELL INSULATION AND R-21
-
RGLASS BATT CONTINUOUSLY VYNL , r INSULATION MIN.
FIBE
SOFFIT(TYP) _ MIN. P
12 ,�" LYWOOD EXTERIOR
ROOF A55EMBLY:
t 5HEATHIN6,#30 FELT W/480LB
:Y �II ASPHALT SHINGLE ROOFING
r{
�. 2X10 R.R. ®I6"O.G. W/3" R-19.5 CLOSED ' W/LIFETIME WARRANTY. (TYP)
'
m GELL INSULATION AND R-21 FIBER6LA55 4 f, ASPHALT 5HIN6LE ROOF OVER30
Q BATT IN5ULATION, I" PLYWOOD EXTERIOR ca EXISTING GEILIN6 JOISTS TO BE `-'h, LB ROLL ROOFING FELT PAPER
GEILIN6 A55EMBLY: REMOVED. KEEP EXI5TIN6 GEILIN6 1 > .
SHEATHING, #30 FELT W/480LB ASPHALT '" Bl7UTNENE ICE-GUARD FLASH/NG
" GYP. BD. GEILIN6 SHINGLE ROOFING W/ LIFETIME JOISTS ®4S"O.G. 5EE RGP A-7 FOR ; lr : 2'-0"MIN(FROM EXTERIOR BUILDING
W/2X10 GJ ®16"O.G. WARRANTY. (T(P) MORE INFO.
a WALL)®ALL ROOF EDGE5,
.;. VALLEY5 $ ROOF OPENIN65 TYP.
N GEILIN6 HEIGHT NEW TOP PLATE U.O.N.
OVIDE ALUMINUM 6UTfER d
EX15TING TOP PLATE DOWNSPOUTS
NEW 2x6 WD FAUX RAFTERS. 5EE RGP -
CONTINUOUSLY VYNL SOFFIT(TYP)
ON SHEET A-1 FOR MORE INFO. HURRIGANE 5TRAPPIN6 5EE
m
A-0.2 FOR MORE INFO.
NEW BEAM 5EE GON5TRUGTION C� a
u� PLANS. NEW 2x6 WD FAUX RAFTERS. 5EE RGP
ON SHEET A-1 FOR MORE INFO.
it
PROVIDE BLOGKIN6 AT �RD 5PAN5
PROVIDE BLOCKING AT OD 5PAN5
ALIGN F.F.
FIRST FLOOR FLOOR A55EMBLY: & F/R5T FLOOR FLOOR A55EMBLY:
WD FLOORING OVER 2X10 FJ
PLY WD FLOORING OVER 2X10 FJ
PLY
®I6"O.G. W/R-30 KRAFT FACED INSULATION MIN. (TYP)
GRADE GRADE ®I6n W/O.G. R-19 FIBER6LA55 BATT
FIBERGLA55 BATT INSULATION MIN. `
(r(p) EXISTING 2X8 F.J.
" TO REMIAN
O , : — — — — — — — — — — — — — — — — — — — — — — — — — 8" POURED GONG. FOUNDATION WALL W/(I) Q 8" POURED GONG. FOUNDATION WALL W/(I)
#4 BAR WITHIN 12" OF TDP OF WALL 4 (1) #4
NEW FOOTING
''• #4 BAR WITHIN 12" OF TOP OF WALL � (I) #4
'' BAR® MID-HEIGHT OF WALL ON 8"X16" NEW FOOTING .,,-.: y BAR® MID-HEIGHT OF WALL ON 8"X16"
- POURED GONG. FOOTING W/2X4 KEY WAY
POURED GONG. FOOTING W/2X4 KEY WAY
EXI5TIN6 RAT 5LA5 " 2" RAT SLAB ON GRADE W/6 MIL. VAPOR
NEW 4x4 W. POST WITH 2" RAT SLAB OVER 6 MIL. VAPOR BARRIER TO REMAIN j I6 X24 INSULATED ACCESS BARRIER ON 4" WELL COMPACTED SAND
51MP50N BA5E GAP TO PANEL TO BE INSTALLED IN
2'x2'x12:" DEEP P.G. FOOTING ON 4" WELL COMPACTED SAND GRAVEL. EXISTING FOOTING NEW OPENING IN EXISTING 6RA�L
W/(3) #4 REBAR EAGH WAY. BEYOND TO REMAIN FOUNDATION WALL
-546C T/OA/ 2 5,=--6 T/O/V 2
SCALE = l/4" _ P-O" SCALE _ 1/4" _ P-O"
AREA OF EXISTING GEILIN65/ROOF TO REMAIN U.O.N 100 PROPOSED CATHEDRAL GEILIN6 V.I.F. 0.
5EE PLANS FOR MORE INFO..
NEW 51MP50N H25A AT EAGH RAFTER.
EXISTING ROOF RAFTERS.
NEW 51MP50N RAFTER HANGER AT LINE OF ROOF BEYOND " ROOF ASSEMBLY:
EACH RAFTER.
ROOF A55EMBLY: ,
[F::A-rK
BEAM.5EE GON5T.PLAN EX15T. ROOF A55EMBLY TO REMAIN
JkB. `� / \
O. KITCHEN RIDGE EXIST. ROOF ASSEMBLY TO REMAIN O. WITH W/NEW R-38 CLOSED GELL
KITCHEN R/DGE / \ z g, n SPRAY FOAM INSULATION MIN. 1/2"
WITH W/NEW R-38 GL05ED GELL / \ GYP. BD. INTERIOR (TYP)
5PRAY FOAM IN5ULATION MIN. 1/2" EXISTING INSULATION
GYP. BD. INTERIOR (TYP) TO REMAIN. \ 1 NEW ROOF RAFTER 515TER TO
EXISTING ALL ALL GEILIN6 TIE
NEW 2x6 WD FAUX RAFTERS. 5EE RGP NEW 2X8 COLLAR TIES // \\ �� GONNEGTION5. (TYP)
ON SHEET A-1 FOR MORE INFO.
AT TOP PLATE OF WONSHEET O FOR RAFTER5. 5EE RGP(TYP)
2X6 GEILIN6 J015T BOLTED TO i� RAFTER KNEE WALL.
EXI5TIN6 ROOF RAFTER. ALL ROOF2X6 GEILIN6 JOIST BOLTED TO
RAFTERS WITH GEILIN6 TIE // \\ \��\�\ EXISTING ROOF RAFTER. (TYP)
GONNEGTION5 TO BE DOUBLED UP. / \
0. KITCHEN 50FF1T .0. KITCHEN SOFFIT
PROVIDE BLOCKING BETWEEN c�
RAFTERS ADJAGENT TO GEILIN6 TIE.
RI610 FOAM IN5ULATION BLOGK
z
NEW 51MP50N H25A RAFTER STRAP PROVIDE BLOGKIN6 THROU6HOUT
ROOF ASSEMBLY
Oz
EXISTING 2X12 FLOOR JOISTS WITH A° EXISTING 2X12 FLOOR J015T5 WITH
�;F—IR5T FLOOR !f: '://% EXISTING FIBERGLASS BATT 6WIR5T FLOOR �LL— �j L
r'/ ' '. EXISTING FIBER6LA55 BATT
INSULATION TO REMAIN
n , ;,,,,. ;, , INSULATION TO REMAIN
t 1�� a' �`a' a r Y�'r' �a a a, ,� i� r a ✓ a , ,�'r` �t ��, �,.,a., ,,;
CELLAR EXI5TIN6 FOUNDATION WALL TO CELLAR EXI5TIN6 FOUNDATION WALL TO
REMAIN REMAIN
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
IT-6 h SEC T/ONKI TCH5N5E6 7 2 f .. F, DATE: DESCRIPTION:
07/12/21 INITIAL PILING
/ PROPO-M)/'E.CTION,/'
SCALE = 1/2" _ l'-O" SCALE _ l/2"_ l'-O" d.;
0' CAD FILE NAME:
2104_A-1 Q/'
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK :3ILVERMAN ARCHITECTS P.C. ,./'PE./`ICE RF/'IDE./`ICE
11/17/2020 20_2104
.. .the business of ARCHITECTURE."
—
_.......... .. .._ - ------ ---------- - -------- - -– -- -- 600 LITTL
E PECONIC PL
AY ROAD
......................... -- ................... ......................... ................... .................... ..................... -. ... _........... -....._ ......._ .._ ....- ...._.. ................. ..... CUTCHOGUE, NY 11935
SCALE. DRAWING NO..
66 EAST MAIN STREET --------------- --...... - --
-------
PATCHOGUE, NEW YORK 11772
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A- 10
Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com
®COPYRIGHT 2021 NEMSCHICK SLVERMAN ARCHITECTS P.C. I OOO 111 14 13 LL
ice ® =;� L) L.
NO. FROM / TO UNIT DIME
N51ON MANUFACTURER / MODEL DOOR GLAZING MUNTIN5 FRAME COLOR REMARKS I.D. MODEL UNIT 51ZE (WXH) MANUFACTURER / MODEL GLAZING MUNTIN5 FRAME HEAD HEIGHT (HH) COLOR REMARK5
CELLAR 3'-0"x 6'-8" TRUST/LE/5/NGLE PANEL 50L/D WOOD PRE-HUNG WOOD CHARCOAL I-HR FIRE RATED A CA5EMENT 2'--O"x 3'-6" LOEWEN/NARROW 5TILE LoE272-189 2 X 2 ALUM GLAD W kW,9 7'-0"A.F.F CHARCOAL
00/ 5TA1R/
B CASEMENT 3'-0"x 4'-8" LOEWEN/NARROW STILE LoE272 l89 2 X 2 ALUM. GLAD W/WOOD 7'-O"A.FF CHARCOAL EORE55
REAR DECK 3'-0"x 7'-0" LOEWEN/NARROW STILE ALUM GLAD,WOOD W/C-LA55 FW/L LITE LoE272-169 2 X 2 ALUM. GLAD W/HOOD CHARCOAL G GA5EMENT 3'-0 8"x 4'- " LOEWEN/NARROW 5TILE LoE272-i89 2 X 2 ALUM. GLAD W ",9 7'-O"A.F.F CHARCOAL EGRE55
100 DINING ROOM/
D CASEMENT (3)2-4"x 4'-8" LOEWEN/NARROW 5TILE LoE272-189 2 X 2� ALUM. GLAD W/WOOD 7'-O"A.FF CHARCOAL
/0/ OMIT
OFFICE` 3'-0"x 7'-0" TRUSTILE/5/NGLE PANEL SOLID GORE PRE-HUNG WOOD BY INTERIOR DESIGG xNER E DOUBLE HUN3'-0' 3'-O" V.I.F LOEWEN/NARROW STILE LoE272-189 212 ALUh1. GLAD h(/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EXIST. OPENING
102 HALLWAY/
THROOM 2'-6"x 7'-O" TRUSTIL E/SINGLE PANEL SOLID GORE PRE-HUNG WOOD BY INTERIOR DESIGNER F CASEMENT 2'-4"x 4'-0" V.I.F LOEWEN/NARROW STILE LoE272 189 2/2 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EXIST. OPENING
l03 OFF/GE/BA
3'-0"x 7'-0" TRUSTILE/5/NGLE PANEL SOLID GORE PRE-HUNG WOOD BY INTERIOR DESIGNER G CASEMENT 2'-4'x 4'-O" VLF, /NARROW STILE LoE272-189 2/2 ALUM. GLAD hf/WOOD NO CHANGE CHARCOAL NEW W/IJDOW IN EXIST. O G
104 HALLWAY/BATHROOM
ENTRYhG4Y 2'-6"x 7'-0" 7RU5TILE/5/NGLE PANEL 5OL1D GORE PRE-HUNG WOOD BY INTERIOR DE5/GNER H GA5E14ENT (2)2'-6"X 3'-4" LOEhEN/NARROW 5TILE LoE272-189 2 X 2 ALUM GLAD W/WOOD 7'-O"A.FF CHARCOAL
10.E GLOSET/
lO6 MEDIA ROOM/
BEDROOM 3'-0"x 7'-0" 7RUSTlLE/SINGLE PANEL SOLID GORE PRE-HUNO WOOD BY INTER/OR DE5IGNER l CASEMENT (3)2-4"x 4'-8" VLF LOEWEN/NARROW STILE LoE272-189 2 X 2 ALUM GLAD h!/WOOD NO CHANGE CHARCOAL NEN WINDOW IN EXIST. OPE I G
ROOM/BATHROOM 2'-6"x 7'-0" TRUSTILE/SINGLE PANEL SOLID GORE PRE-HUNG WOOD BY INTERIOR DE5/GhIER J CASEMENT (?)2'-6'7C 3'-4" LOEWEN/NARROW STILE LoE272 189 2 X 2 ALUM. GLAD W/WOOD 7'-O"A.F.F CHARCOAL
l07 BED
BEDROOM/GL05LT 2'-6"x 7'-0" TRUSTILE/SINGLE PANEL SOLID GORE PRE-HUNG WOOD BY INTERIOR DESIGNER K CASEMENT (2)2'-6'X 3'-4" LOEWEN/NARROW STILE LoE272 J89 2 X 2 ALUM. GLAD hl/WOOD 7'-O"A.FF CHARCOAL
l06 B
IDE PA 770 6'-0'5r7'-O" LOEWEN 5/NGLE SLIDER 2 WIDE DOOR/NARROW 5TILE ALUM GLAD, WOOD W/GLA55 FZVL LITE, LoE272-189 2 X 2 ALUM GLAD W/HOOD CHARCOAL L GA5EMENT l'-lO/x 3'-6'I V.LF LDEINEN/NARROW STILE LoE272-189 2 X 2 ALUhI GLAD W/WOOD NO CHANGE GNARGOAL NEW WINDOW IN EXIST. OP G
109 KITCHEN/5
G ROOM/REAR DECK 9'-9'x 7'-0" LOEWEN DO!/BLE SLIDER 4 WIDE DOOR/NARROW 5TILE ALUM GLAD,HOOD W/GLA55 FWL LITE, LoE272-189 2 X 2 ALUM. GLAD W/WOOD CHARCOAL M GA5EMENT 2-4mX.3L4` LOEWEN/NARROW STILE LoE272-i89 2 X 2 ALUM GLAD h!/WOOD 7'-0"A.FF CHARCOAL
110 LIVIN
DINING ROOM/REAR DECK 14'-5'5( V-0" LOEWEN DOUBLE 5LlDER 4 WIDE DOOR/NARROW 5TILE ALUM GLAD,WOOD W/GLA55 FWL LITE,LoE272-189 2 X 2 ALUM. GLAD W/WOOD CHARCOAL N GA5EMENT 2'-4 -4
'X 3' " LOEJAEN/NARROW 5TILE LoE272-l89 2 X 2 ALUM GLAD W/WOOD 7'-0'�4.F.F CHARCOAL
///
E REAR DECK 9'-9'5( 7'-0" LOEWEN DOUBLE SLIDER 4 WIDE DOOR/ NARROW 5TILE ALUM GLAD,WOOD W/GLA55 FWL LITE,LoE272-189 2 X 2 ALUM. GLAD W/WOOD CHARCOAL O GA5EMENT l'-lO"x 3'-6" V.I.F. LOEWEN/NARROW 5TILE LoE272-189 2 X 2 ALUM. GLAD W "D NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OP 6
l/2 OFFIG /
AL
113
FRONT ENTRY/EXTERIOR 3'-0"x 7'-0" LOEINEN EXTERIOR SWING DOOR w5/DELITE5/NARROW 5TILE ALUM GLAD,WOOD W GLA55 3/4 LITE LoE272-189 2 X 2 ALUM. GLAD W/WOOD CHARCOAL P F1,, 2'-4'X 3'-0" LGEWEN/NARROW 5TILE LoE272-189 2 X 2 ALUM GLAD W/WOOD 3'-O"A.FF CHARGO
G AL
05ET/BATHROC7M 1'-4"x 7'-0" TRI/STILE/5/NGLE PANEL SOLID GORE PRE-HUNG WOOD BY INTERIOR DES/GNER Q FIXED 3'-4'X 3'-0" LOEWEN/NARROW 5TILE LoE272 189 2 X 2 ALUM. GLAD hl/WOOD 3'-0"A.F.F GHARGO
114 L
HALLhG4Y 2'-4"x 7'-0" TRUST/LE/SINGLE PANEL SOLID GORE PRE-HUNG WOOD BY INTERIOR DESIGNER R FIXED 3'-O'X 3'-O" LOEhEN/NARROW 5TILE LoE272 l89 2 X 2 ALUM. GLAD W/WOOD 3'-0"A.F.F CHARCOAL
1/5 CLOSET/
5 CASEMENT (2)3'-0'x 4'-0" LDEWEN/NARROW 5TILE LoE272-189 2 X 2 ALUM. GLAD lN/WOOD 7'-O'A.F.F CHARCOAL LONER 5/LL HEIGHT AS REQ
200 5TA/R/MASTER
BEDROOM 2'-6"x 6'-8" V.I.F. T05TILE/5/N55LE PANEL 50LID GORE PRE-HUNG WOOD BY INTERIOR DE5/6NER T DOUBLE HUNG /'-/015(31-011 VLF LOEWEN/NARROW 5TILE LoE272-189 212 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OPENING
20/ MA5TER BEDROOM/G
L05ET 2'-6'k 6'-6" V.I.F TRUSTILE/5/NGLE PANEL SOLID GORE PRE-HUNG WOOD BY INTERIOR DESIGNER U DOUBLE HUNG 3'-0"x 3'-O" Y.I.F. LOEWEN/NARROW 5TILE LoE272-i89 212 ALUM. CLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EX157 OPENI G
202 MASTER BEDROOM/
CLOSET (2)2'-6'x 6`-8" V.I.F. 7RU5T/LE/SINGLE PANEL SOLID GORE PRE-HUNG WOOD BY INTERIOR DE5/6HER V FIXED - CIRCLE 2'-0"DIA. V l.F LOEWEN/NARROW STILE LoE272-189 2 X 2 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EXIST. OPE G
05ET (2)2'-6'x 6'-8" V.I.F TRUSTILE/SINGLE PANEL SOLID GORE PRE-HUNG WOOD BY INTERIOR DE5/CHER W FIXED 2'-0'>C6-6 m LOEINEN/NARROW 5TILE LoF272-189 2 X 2 ALUM. GLAD h(/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EXIST. OPENI G
203 MA57ER BEDROOM/G L
204 MASTER BEDROOM/
OFFICE 2'-6"x 6'-6" V.I.F TRUSTIL E/5/N5LE PANEL SOLID GORE PRE-HUNG WOOD BY INTERIOR DE5/6HER X FIXED - CIRCLE 2'-O"DIA. V.I.F LOEhIEN/NARROW STILE Lo--E-272-1&q 2 X 2 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OPENI 6
TRUSTILE/SINGLE PANEL 50LID GORE PRE-HUNG WOOD BY INTERIOR DE5/CHER Y CASEMENT (3)2'-8'k 4'-8" LOEWEN/NARROW 5TILE LoE272-169 2 X 2 ALUhf. GLAD W/WOOD NO GRANGE CHARCOAL LOWER 5/LL HEIGHT AS REQ
205 OFFICE/MASTER BA774ROOM 2'-6'x 6'-6" V.I.F.
206 MA57ER BEDROOM/.
DECK 2'-6'x 6'-8" V I.F LOEWEN EXTERIOR 5W/NG DOOR/NARROW 5TILE ALUM GLAD,WOOD W/GLA55 FWL LITE LoE272-189 2 X 2 ALUM GLAD W/WOOD CHARCOAL Z DOUBLE HUNG 2'-6'x 3'-lD" V.I.F LOEhEN/NARROW 5TILE LoE272-189 212 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EXIST. OPE G
AA DOUBLE HUNG 2'-6'x 3'-10" V.1.F LOEWEN/NARROW 5TILE LoE272-189 212 ALUM GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EXIST. OPE G
AB DOUBLE HUNG 2'-6'x 3'40" V.I.F. LOEWEN/NARROW 5TILE LoE272-169 212 ALUM. GLAD W kW,9 NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OPENING
4" THRU ROOF AC DOUBLE HUNG 2'-6"x 3'--10" V I-F LOEWEN/NARROW 5TILE LOE272-189 212 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW/N EX15T. OPEN/NG
AD FIXED (2)2'--O"X 2'-0" V.I.F. LOEWEN/NARROW 5TILE LoE272-189 2 X 2 ALUM. GLAD W/WOOD NO GRANGE CHARCOAL NEW WINDOW 1N EXIST. OPENING
AE FIXED (2)2'-0W 2'-0" V.I.F LOEWEN/NARROW 5TILE LoM2-189 2 X 2 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OPENING
AF FIXED (3)2'-0"X 2'-0" V.I.F. LOEWEN/NARROW 5TILE LoE272-189 2 X 2 ALUM. GLAD W",9 NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OPENING
2" V I AG FIXED (3)2'-0"X 2'-0" V.I.F. LOEWEN/NARROW 5TILE LoE272-189 2 X 2 ALUM. GLAD W "D NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OPENING
AH FIXED (3)2'-0'X 2'-0" V I.F LOEWEN/NARROW 5TILE LoE272-189 2 X 2 ALUM. GLAD W/WOOD NO CHANGE CHARCOAL NEW WINDOW IN EX15T. OPENING
BX/5T/N6 MA5TER BATH
(NO CHANGE) _
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1112 V 1112 V I 1112 V I11/2 V ( l 1/2 V I WINDOWS BY CONTACT:I 4" THRU ROOF 4" THRU ROOF ROOF NOTES:
P3103.1 ROOF EXTEN510N.
OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LE55 THAN 6
IN6HE5 (152 MM) ABOVE THE ROOF OR 6 INGHE5 (152 MM) ABOVE THE ANTICIPATED 5NOW
LAV LAY I I I AGGUMULATION,WHIGHEVER 15 GREATER.
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TUB 5HWR I 2�D FLOOR VENT EXTEN51ON5 THROUGH A ROOF OR WALL SHALL BE NOT LE55 THAN 3 INGHE5 (76 MM) IN
DIAMETER. ANY INGREA5E IN THE 51ZE OF THE VENT SHALL BE MADE NOT LE55 THAN I FOOT
2"
G.O.
2 y2" I I (304.8 MM) IN51DE THE THERMAL ENVELOPE OF THE BUILDI 6.
2
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3" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
OrrI r \ DATE: DESCRIPTION:
/ 07/12/21 01TIALFILI/iG WINDOW A/V DOOR-fCI�EDULU
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PROJECT TITLE: DATE: NSA PROJECT :
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600 LITTLE 1711CORC the business of ARCHITECTURE.,, C- �
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TRIM COLOR 5PEG. BY
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DATE: DESCRIPTION:
07/12/21 INITIAL FILING
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✓ '.�� CAD FILE NAME:
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NEN NO. FLOORIN6. FIN15HE5 CONTEMPORARY 5TYLE DRAV4ER5 NEW NO. FLOORING. FIN15HE5
KITCHEN 15LAND TO BE BY INTERIOR DE516NER. TYP. AND GABINET5. LAYOUT BY BY INTERIOR DE516NER. TYP.
PROVIDED BY OTHERS AND KITCHEN DE516NER (TYP)
INSTALLED BY CONTRACTOR. NEW QUARTZ KITCHEN GOUNTER5 KITCHEN GABINET5 TO BE
TYP. U.O.N. TYP. AT GOUNTERTOP5. FINAL PROVIDED BY OTHERS AND
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KITCHEN DE516NER (TYP) KITCHEN GABINET5 TO BE KITCHEN DE516NER(TIP)I T-1 KITCHEN GABINET5 TO BE PROVIDED BY OTHER5
PROVIDED BY OTHERS AND AND IN5TALLED BY CONTRACTOR. TYP. U.O.N.
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5CALE 112" P-0" 56ALE 112" P-0" DATE: DESCRIPTION:
07/12/21 1111TIAL FLOG
KITCHEN INTERIOR ELEVATION,/'
CAD FILE NAME:
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NEMS
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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 WIVISCACK SILVER-MM-ARCHTECTS P.C. 1000 1ll 1,4 13 EL A- ]