HomeMy WebLinkAbout46402-Z �oyoSUFfotq c y Town of Southold 7/19/2022
• P.O.Box 1179
y z 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43275 Date: 7/19/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 830 Monsell Ln Cutchogue
SCTM#: 473889 Sec/Block/Lot: 97.-8-23
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/25/2021 pursuant to which Building Permit No. 46402 dated 6/10/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
additions and alterations to existing single family dwellin ags applied for.
The certificate is issued to Doroski,Benjamin
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46402 3/10/2022
PLUMBERS CERTIFICATION DATED
rjr
' e Signature
7r,-- TOWN OF SOUTHOLD
BUILDING DEPARTMENT
x 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#: 46402 Date: 6/10/2021
Permission is hereby granted to:
Doroski, Benjamin
PO BOX 1698
Mattituck, NY 11952
To: Construct additions and alterations to existing single family dwelling as applied for.
At premises located at:
830 Monsell Ln
SCTM # 473889
Sec/Block/Lot# 97.-8-23
Pursuant to application dated 5/25/2021 and approved by the Building Inspector.
To expire on 12/10/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $564.00
CO-ADDITION TO DWELLING $50.00
Total: $614.00
Building Inspector
pE SOUr�ol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 • sean.devlin(c-D-town.southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Benjamin Doroski
Address: 830 Monsell Ln city:Cutchogue st: NY zip: 11935
Building Permit#: 46402 Section: 97 Block: 8 Lot: 23
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: CLOS License No: 38893ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service X
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition X Survey Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 42 Ceiling Fixtures 1 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 41 Heat Detectors 1
Sub Panel 200A A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 2
Transformer UC Lights 25' Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 2g 4'LED Exit Fixtures Pump
Other Equipment: Mini Split w/2 Blowers
Notes: Attached Garage to House and FROG
Inspector Signature: Date: March 10, 2022
S.Devlin-Cert Electrical Compliance Form
pF SO//THp Lq ly 21 6`50 AJ)CLv V- A L,,
# # TOWN--OF SOUTHOLD BUILDING DEPT.
p`��oux►r N 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS.ULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION
lid -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
&2�-r f � cp
-
DATE INSPECTOR �-
-Of SOGTyo -
# # TOWN OF SOUTHOLD'BUILDLNG DEPT.
`ycourm, '' 765-1802
] NSPECTION
[ ] FOUNDATION"1ST, [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE &CHIMNEY [ ]" FIRE SAFETY INSPECTION
: [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] -ELECTRICAL (ROUGH) [- ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS: �a'�
4- 7_6 Q1 N h -ko P4
DATE �� INSPECTOR
L 4'0 0�So!/7
# # TOWN OF SOUTHOLD BUILDING DEPT.
courm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: is
'ice
5
l'
DATE ZZ INSPECTOR ®rk
NEMSCHICK SILVERMAN ARCHITECTS P.C.
the business of ARCHITECTURE."
January 24, 2022 ® E C ^ � � E
Southold Town Building Department JAN 2 4 �Q��
Town Hall Annex Building Do
54375 Route 25
BUILDING DEPT
P.O. Box 1179 Southold, NY 11971
TOWN OF SOU HOLD
Re:
Doroski Residence
830 Monsell Lane
Cutchogue, NY 11935
SCTM:1000-97-8-26
To whom it may concern, to the best of our knowledge and site inspection data, Nemschick Silverman Architects P.C. has
inspected the above referenced project and finds New Foundations, New Framing, New Strapping and Insulation to comply
with Local,State and Federal applicable building codes.
Sincerely,
NEMSCHICK SILVERMAN ARCHITECTS P.C.
)?ay1- `V /
Raymond Nemschick,AIA
Principal
1,r
66 EAST MAIN STREET• PATCHOGUE, NEW YORK 11772 • 631 563 2130 telephone 631 563 2139 facsimile • www.ns-arch.com
FIELD INSPECTION REPORT DATE COMMENTS,
�b
FOUNDATION(1ST) d
-------------------------------------
FOUNDATION(2ND) N
O
ROUGH FRAMING& y
PLUMBING
W
zzzr
INSULATION PER N.Y. H
STATE ENERGY CODE V
AnA
It
FINAL
lq11100
AD ITI NAL COMMENTS
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O��SufFOIK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y? Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631)765-9502 bgps://www.southoldtowM.gov
Date Received
APPLICATION FOR BUILDING PERMIT
6�FE: 0 _4
For Office Use Only
PERMIT NO. Building Inspector: "' M AY 2 5 2021
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner;an � sP-�'•
Owner's Authorization form(Page 2)shall be completed. T0' �° -` a T 1
Date:04/27/2021
OWNER(S)OF PROPERTY:
Name: ��' arYl SCTIVI#1000-97-8� a3
Project Address:830 Monsell Ln., Cutchouge N.Y. 11935
Phone#: Email:
Mailing Address:
CONTACT PERSON:
Name:Ray Nemschick
Mailing Address:430 Green Way, Cutchogue,_NY 11935
Phone#:631 921 5701
FEFail:r-nemschick@ns-arch..c-om
DESIGN PROFESSIONAL INFORMATION:
Name:Nemschick Silverman Architects, pc; Ray -N_emschick, AIA NCARB
Mailing Address:430 Green Way, Cutchogue, NY 11935
Phone#_631-563-2130 Email:r.nemschick@nsarchitects.com
- , —�. -
CONTRACTOR.INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure MAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $40,000
Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes MNo
• 1
PROPERTY INFORMATION
Existing use of property:Single-Family Residence Intended use of property:Single-Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY.
59 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ,
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as,herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):Ray Nemschick BAuthorized Agent ❑Owner
Signature of Applicant: Date: 04.26.2021
STATE OF NEW YORK) LAWRENCE E.SILVERMAN
Notary Public,State of New York
SS. Reg.No.01 S14977025
Qualified in Suffolk County
Commission Expires January 22,20�
COUNTY OF
AVALMI(k" being duly sworn, deposes and says that(s)he is the applicant
(Name of ndividual signing contract) above named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
a� day of-mof—mfq 20 IL
o ary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
Benjamin Doroski residing at 830 Monsell Ln., Cutchouge N.Y. 11935
I,
do hereby authorize Ray Nemschick, AIA to apply on
my to thown of Southold Building Department for approval as described herein.
_.__. _ � 04.26.2021
.r
wner's Signature ' :'' Date
"*Print Owner's Name
2
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' c1�f BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
.. Town Hall Annex - 54375 Main Road - PO Box 1179
�VC,ID�' Southold, New York 11971-0959
0-V Sai3� O�Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(a�southoldtownny.gov seand(c�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 09/09/2021
Company Name: Custom Lighting of Suffolk
Name:Benjamin Doroski
License No.: 38893-ME email: 'Clos5170@gmail.com
Phone No: 631-298-4588 ❑I request an email copy of Certificate of Compliance
Address.: 1p�j� y »q�
JOB SITE INFORMATION (All Information Required)
Name: Benjamin Doroski
Address: v
Cross Street: Skunk Lane
Phone No.: 631-298-4588
Bldg.Permit#: W(0 0 a email: Clos5170@gmail.com
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) ow elec-l-rl'c'
lgl
Check All That Apply:
Is job ready for inspection?: DYES [XNO WRoughin ❑Final
Do you need a Temp Certificate?: ❑YES' MN Issued On 09/09/2021
Temp Information: (All information required)
Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Underground []Overhead
# Underground Laterals ❑1 02 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N
Additional Information-:n n rEt&C-4-r, C.( (Wpr u sE'b� �e on
Ae A:2 R(*-A +1 o�+'IX 1'coo r BF 4 3e
\01PAYMENT DUE WITH APPLICATION
Electrical Inspection Form 2020.xlsx
5 BUILDING DEPARTMENT- Electrical Inspector
TOWN,OF SOUTHOLD
3
2021
Town Hall Annex - 54375 Main Road - PO Box 1179
G; Gvo1V'V' Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
x
rogerr(c southoldtownny.gov — seand(a�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 09/09/2021
Company Name: Custom Lighting of Suffolk
Name:Benjamin Doroski
License No.: 38893-ME email: Clos5170@gmail.com
Phone No: 631-298-4588 ❑I request an email copy of Certificate of Compliance
Address-7 IA'& y
JOB SITE INFORMATION (All Information Required)
Name: Benjamin Doroski
Address:
Cross Street: Skunk Lane
Phone No.: 631-298-4588
BIdg.Permit#: (p 0 a email: Clos5170@gmail.com
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) C LJ
Q '-e' Vg Mo
Check All That Apply:
Is job ready for inspection?: ❑YES [XNO Rough In ❑Final
Do you need a Temp Certificate?: ❑YES DNO Issued On 09/09/2021
Temp Information: (All information required)
Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead
# Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? . ❑Y ❑N
Additional Information: ( C4_r' CA( uxr u fib` AA-Q ' on
t00f ofr
PAYMENT DUE WITH APPLICATION
__ Electrical Inspection Form 2020.xlsx
PERMIT# Address:
Switches �w
Outlets rV'
GFI's
Surface \
1
Sconces
HH sAF
- -
UC Lts
Fans : - Fridge - H1N
Exhaust. Oven W/D
Smokes DW Mini
Carbon _ • ... , _ - -Mic1ro . . 'Generator;
Combo_ _ op _ . . T. nsf
.. __ Cookt ra er .. .
AC- AH Hood Service
Amps Have- Used
Special:. -..
Comments:
CNJGenerated by REScheck-Web Software
Compliance Certificate
Project Doroski Residence
Energy Code: 2018 IECC
Location: Cutchogue, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
830 Monsell Ln. Ray Nemschick
Cutchogue, New York 11935 Nemschick Silverman Architects
P.C.
160 Main St.,Suite 200
Sayville, New York 11782
Compliance: Passes using LIA trade-off
Compliance: 13.9%Better Than Code Maximum UA: 151 Your UA: 130 Maximum SHGC: 0.40 Your SHGC: 0.40
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Gross Area Cavity Cont.
Per meter
Ceiling: Flat Ceiling or Scissor Truss 398 38.0 13.0 0.022 9
Ceiling 1: Cathedral Ceiling 153 38.0 0.0 0.027 4
Wall:Wood Frame, 16"D.C. 620 21.0 0.0 0.057 25
Door:Glass Door(over 50%glazing) 43 0.320 14
SHGC: 0.40
Window 2: Wood Frame 140 0.320 45
SHGC: 0.40
Floor:All-Wood Joist/Truss 726 49.0 0.0 0.021 15
Floor 1: Slab-On-Grade(Unheated) 25 10.0 0.700 18
Insulation depth: 2.0'
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 rsion : REScheck-Web and to comply with the manda ory requirements listed in the REScheck Inspection Checklist.
Name-Title Sig Date
Project Title: Doroski Residence Report date: 05/14/21
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
# Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions
&Req.ID
103.1, ;Construction drawings and ❑Complies
103.2 :documentation demonstrate ❑Does Not
[PR1]1 energy code compliance for the
& :building envelope.Thermal ❑Not Observable
envelope represented on ❑Not Applicable
construction documents.
103.1, ;.Construction drawings and ❑Complies
103.2, 11 documentation demonstrate ❑Does Not
403.7 :energy code compliance for }
[PR3]1 :lighting and mechanical systems. ❑Not Observable
U :Systems serving multiple ❑Not Applicable
;dwelling units must demonstrate
I compliance with the IECC
I Commercial Provisions.
302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies
403.7, sized per ACCA Manual S based Btu/hr I Btu/hr T Does Not
[PR2]2 on loads calculated per ACCA Cooling Coolin
J Manual J or other methods Btu/hrBtu/hrg ;❑Not Observable
approved by the code official. ❑Not Applicable
1
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Doroski Residence Report date: 05/14/21
Data filename: Page 2 of 9
Section Plans Verified Field Verified
# Foundation Inspection Value Value Complies? Comments/Assumptions
& Req.ID
402.1.2 (Slab edge insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies
[FO1]1 ;❑ Unheated ;
E] Unheated ❑Does Not table for values.
u ❑ Heated ;❑ Heated ;❑Not Observable
❑Not Applicable
402.1.2 ISlab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies
[F03]1 Idepth/length. ;❑Does Not table for values.
❑Not Observable I
❑Not Applicable
303.2.z 1A protective covering is installed I ❑Complies
[FOM to protect exposed exterior ❑Does Not
insulation and extends a ❑Not Observable '
minimum of 6 in. below grade.
❑Not Applicable
403.9 Snow-and ice-melting system I❑Complies
[FO12]2 controls installed. ❑Does Not
❑Not Observable
IE]Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 - Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Doroski Residence Report date: 05/14/21
Data filename: Page 3 of 9
Section Plans Verified Field Verified
# Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions
& Req.ID
402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies
' ; ;table for values.
402.3.1,
average). ,❑Does Not
402.3.3,
402.5 ; ;❑Not Observable ,
[FR2]1 ;❑Not Applicable
303.1.3 U-factors of fenestration products ❑Complies
[FR4]1 are determined in accordance ❑Does Not
;with the NFRC test procedure orCOO ❑Not Observable
taken from the default table.
❑Not Applicable
402.4.1.1 j Air barrier and thermal barrier ❑Complies
[FR23]1 I installed per manufacturer's ❑Does Not
u instructions. ❑Not.Observable
❑Not Applicable j
402.4.3 ;Fenestration that is not site built I ❑Complies
[FR20]1 Hs listed and labeled as meeting ❑Does Not
AAMA)WDMA/CSA 101/i.S.2/A440 ❑Not Observable ;
or has infiltration rates per NFRC
400 that do not exceed code ❑Not Applicable
i.limits. 1
402.4.2 �IC-rated recessed lighting fixtures 4 �❑Complies
[FR16] sealed at housing/interior finish ((( ❑Does Not
<
and labeled to indicate 2.0 cfm E]Not Observable
s leakage at 75 Pa. 1ElNot Applicable
403.3.1 !Supply and return ducts in attics ❑Complies
[FR12]1 I insulated >= R-8 where duct is ❑Does Not
j>= 3 inches in diameter and >_ ❑Not Observable ;
R-6 where <3 inches.Supply and y'y '
i return ducts in other portions of l ❑Not Applicable ;
the building insulated >= R-6 for ;
I diameter>= 3 inches and R-4.2
Ifor< 3 inches in diameter.
403.3.2 ;Ducts, air handlers and filter ❑Complies
[FR13]1 i boxes are sealed with ❑Does Not
u ;joints/seams compliant with Observable '
International Mechanical Code or
International Residential Code,as ❑Not Applicable
applicable.
.403:3:5- Building cavities are not used as ❑Complies
ducts or plenums. ❑Does Not
❑Not Observable
❑Not Applicable
403.4 HVAC piping conveying fluids ; R- ; R- 1❑Complies ;
[FR17]2 above 105°F or chilled fluids ;❑Does Not
below 55°F are insulated to>_R-
1 3 ;❑Not Observable
❑Not Applicable
403.4.1 ;Protection of insulation on HVAC {� ❑Complies
[FR24]1 piping. I ❑Does Not
ii
j ❑Not Observable
❑Not Applicable
403:5.3 {Hot water pipes are insulated to R- R- ;❑Complies ;
[FR18]2 >_R-3. ;❑Does Not
❑Not Observable
❑Not Applicable
403.6 Automatic or gravity dampers are ❑Complies
[FR19]2 installed on all outdoor air ❑Does Not
I intakes and exhausts. ❑Not Observable
❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) `3' 1 Low Impact(Tier 3)
Project Title: Doroski Residence Report date: 05,114/21
Data filename: Page 4 of 9
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Doroski Residence Report date: 05/14/21
Data filename: Page of 9
Section Plans Verified Field Verified
# Insulation Inspection Value Value Complies? Comments/Assumptions
& Req.ID
303.1 All installed insulation is labeled ❑Complies
[IN13]2 or the installed R-values ❑Does Not
rg} 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 ; EJ Steel ;❑Not Observable ;
C9 :❑Not Applicable
303.2, Floor insulation installed per j ❑Complies
402.2.8 manufacturer's instructions and i ❑Does Not
[IN2]1 i in substantial contact with the
u i 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 ;
i extends from the bottom to the
i top of all perimeter floor framing
members. t
402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies
402.2.5, mass wall with at least 1/2 of the ❑ Wood ;E] Wood ❑Does Not table for values.
402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable
[IN3]1 !exterior,the exterior insulation Steel Steel
i requirement applies(FR10). E] ❑ ;❑Not Applicable
303.2 ;Wall insulation is installed per 10Complies
[IN4]1 I manufacturer's instructions. ❑Does Not
❑Not Observable
[]Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3)
Project Title: Doroski Residence Report date: 05/14/21
Data filename: Page 0 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req.ID
402.1.1, ;Ceiling insulation R-value. ; R-
R- ;❑Complies ;See the Envelope Assemblies
402.2.1, ;❑ Wood ',❑ Wood :❑Does Not table for values.
402.2.2, ❑ Steel ; ❑ Steel ;❑Not Observable ;
402.2.6 ;
[FI1]1 ; ; ;❑Not Applicable
303.1.1.1,;Ceiling insulation installed per ❑Complies
303.2 ;manufacturer's instructions. ❑Does Not
[FI2]1 Blown insulation marked every
300 ftz. ❑Not Observable
I
f ❑Not Applicable
402.2.3 Vented attics with air permeable ❑Complies I
[FI22]2 insulation include baffle adjacent ❑Does Not
!to soffit and eave vents that
j extends over insulation. ❑Not Observable ;
❑Not Applicable
402.2.4 ;Attic access hatch and door R- R- ;❑Complies
[F13]1 i insulation >_R-value of the E❑Does Not
adjacent assembly. ; '❑Not Observable ;
{ ;❑Not Applicable
402.4.1.2 i 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 ;
j ;❑Not Applicable
403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies
[F]27]1 !!determine air leakage with ftz ftz ❑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
I 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
I including the manufacturer's air
handler enclosure.
403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies
[FI4]1 , cfm/100 ft2 across the system or ftz
ft
T❑Does Not
<=3 cfm/100 ft2 without air ;
I handler @ 25 Pa. For rough-in ❑Not Observable
I tests,verification may need to ;❑Not Applicable
occur during Framing Inspection.
403.3.2.1 ;Air handler leakage designated 1 ❑Complies ;
[FI24]1 by manufacturer at<=2%of ❑Does Not
;design air flow.
❑Not Observable I
❑Not Applicable
403.1.1 ;Programmable thermostats ❑Complies
[F19] installed for control of primary ❑Does Not
heating and cooling systems and
initially set by manufacturer to ❑Not Observable
code specifications. ❑Not Applicable ;
403.1.2 Heat pump thermostat installed I❑Complies
[FI10]2 on heat pumps. ❑Does Not
❑Not Observable
❑Not Applicable
403.5.1 Circulating service hot water ❑Complies
[FI11]z systems have automatic or ❑Does Not
accessible manual controls.
❑Not Observable
❑Not Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Doroski Residence Report date: 05/14/21
Data filename: Page 7 of 9
section Plans Verified Field Verified
#, Final Inspection Provisions Value Value Complies? Comments/Assumptions
& RegJD
403.6.1 . All mechanical ventilation system ❑Complies
'[FI25]� fans not part of tested and listed ❑Does Not
111 HVAC equipment meet efficacy
and air flow limits per Table ❑Not Observable
R403.6.1. ❑Not Applicable ;
'403.2 {Hot water boilers supplying heat 1 ❑Complies ;
[FI26]2 1 through one-or two-pipe heating ❑Does Not
i systems have outdoor setback
fcontrol to lower boiler water i IF]Not Observable
ltemperature based on outdoor r ❑Not Applicable ;
temperature.
,403.5.1.1 i Heated water circulation systems ❑Complies ;
[FI28]2 have a circulation pump.The ❑Does Not
system return pipe is a dedicated °
return pipe or a cold water supply ❑Not Observable
pipe.Gravity and thermos- ❑Not Applicable
syphon circulation systems are
not present.Controls for 1
circulating hot water system
pumps start the pump with signal
for hot water demand within the
}occupancy. Controls
1 automatically turn off the pump
when water is in circulation loop
1 is at set-point temperature and
no demand for hot water exists.
403.5.1.2 #Electric heat trace systems ❑Complies ;
IF-129]23 comply with IEEE 515.1 or UL ❑Does Not
1515, Controls automatically ;
adjust the energy input to the ❑Not Observable ;
{heat tracing to maintain the ❑Not Applicable ;
desired water temperature in the
piping.
403.5.2' Demand recirculation water ` ❑Complies ;
[FI30]2 systems have controls that ❑Does Not
manage operation of the pump ❑Not Observable ;
and limit the temperature of the
water entering the cold water ❑Not Applicable
piping to <= 104°F. s '
403.5.4 Drain water heat recovery units ❑Complies ;
[FI31]2 tested in accordance with CSA ❑Does Not
655.1. Potable water-side
pressure loss of drain water heat ❑Not Observable ;
recovery units< 3 psi for ❑Not Applicable
individual units connected to one
or two showers. Potable water-
side pressure loss of drain water f
heat recovery units <2 psi for
individual units connected to
three or more showers. '
404.1 ;90%or more of permanent I❑Complies ;
[FI611 ifixtures have high efficacy lamps. ❑Does Not
❑Not Observable
IE]Not Applicable
Fuel gas lighting systems have ❑Complies
[FI23]3 no continuous pilot light. ❑Does Not
o^*;; J❑Not Observable ,
❑Not Applicable
401.3 , I ('Compliance certificate posted. I ; ❑Complies ;
[FI7]2, ! j ]❑Does Not
1❑Not Observable ;
EJNot Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) .3, Low Impact(Tier 3)
Project Title: Doroski Residence Report date: 05114/21
Data filename: Page 8 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req.ID
303.3 Manufacturer manuals for ❑Complies
[FI1813."° ' mechanical and water heating ❑Does Not
systems have been provided.
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Doroski Residence Report date: 05/14/21
Data filename: Page 9 of 9
2018 IECC Energy
Efficiency Certificate
Above-Grade Wall 21.00
Below-Grade Wall 0.00
Floor 49.00
Ceiling / Roof 51.00
Ductwork (unconditioned spaces):
Glass & Door Rating U-Factor SHGC
Window 0.32 0.40
Door 0.32 0.40
Cooling'Heating &
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
Q - �
APPROVED AS NOTED O C C U PAN CY OR
DATE: 6'/��. B.P.#k USE IS UNLAWFUL
FEE: BY:
WITHOUT CERTIFICATE
NOTIFY. BUILDING DEPARTMENT AT OF OCCUPANCY
765-1802 SAM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE COMPLY WITH ALL CODES O
REQUIREMENTS OF THE CODES OF NEW NEW YORK STATE & TOWN CODES
YORK STATE. NOT RESPONSIBLE FOR AS REQUIRED AND CONDITIONS OF
DESIGN OR CONSTRUCTION ERRORS.
SOUTHOLD TOWN ZBA
SOUTHOLD TOWN PLANNING BOARD
RETAIN STORM WATER RUNOFF SOUTHOLD TOWN TRUSTEES
PURSUANT TO CHAPTER 236 N.Y.S.DEC
OF THE TOWN CODE.
Fire separation
��VISPWTM RM� required as per
NYS Code
TRUSS PLACARDING REQUIRED
0 Air
UOKO KI
qqIIIII
GENERAL NOTES CONCRETE
FIN15H NOTES
I AN
ff I. ALL WORK 15 TO CONFORM TO THE RULE5 AND REC-MATICN5 OF THE L ALL CONCRETE WORK 5HALL CONFORM WITH THE REQU/REMENT5 OF THE 4. BEAM CONNE6TION5 5HALL BE DE5/67NED TO W/TH57AND ONE-HALF THE l PAINTING OR INTERIOR FIN/5H/N55 SHALL NOT BE DONE UNDER CONDITIONS
LOCAL BJILD/NG DEPARTMENT AND THE N.Y.S. RE51PENTIAL CONSTRUCTION AMERICAN CONCRETE,INSTITUTE A.G.I. 316 LATEST EDITION. MAX/MUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WH/GH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF 5U5H WORK.
GORE. NO NOTE OR DETAIL OR LACK THEREOF 5HALL BE CONSIDERED 2 CONCRETE CONTRACTOR TO 5ET AND PLACE FORM5 WITH 5TRIC T SPAN CONDITIONS SHOWN OR THE LOAD INDICATED ON DRAW/N575, WORKMAN5H/P,WH/GH 15 JJDGED LE55 THAN FIR5T QUALITY BY THE
A5 RELIEV/NG THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND GARS TO ALL DATUM, FLOOR AND GRADE ELEVATIONS WHICHEVER 15 GREATER ARCHITECT, WILL BE REJECTED.
ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. 3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST 5 WELDING 5HALL BE IN ACCORDANCE WITH AWS 5FE61FICATION5 U5/N5, 2. 565M/T COLOR5 TO THE ARCHITECT, FOR APPROVAL.
2. ALL ELECTRICAL WORK TO BE FIRE UNDERWRITER 5 INSPECTED AND A.G.I. 5PEC/FICATION.
APPROVED. SUBMIT GERTJFIGATF TO OWNER UPON RECEIPT. E70-XX ELECTRODES.
4. ALL TEMPERA TUBE REINFORCING SHALL BE 5UFF/G/ENTL Y EMBEDDED TO 3 PREPARE SURFACES TO RECEIVE THE 5PEG/F/ED F/N/5H. TAPE AND SAND
3. ELECTRICAL CONTRACTOR TO VERIFY ELEGTRIGAL 5ERVIGE AND PARCEL DEVELOP FULL 5TRENGTH IN ALL CONCRETE WALLS AND 5LAB5 6. ALL BOLTS 5HALL BE A5TM A-325N AND 5HALL BE INSTALLED TO A 5NU6 SMOOTH GYPSUM BOARD TO RECEIVE THE 5PEGlnED F/N/5H. PAINT GRADE
850 MO ELL LA/AL FOR ADEQUACY/N PROVIDING NEW ELECTRICAL W5TALLATION5 A5 5 PROVIDE ADEQUATE T/E5 FOR ALL 5TEEL REINFORCED IN 5LAB5,BEAM5, CONDITION A5 DEFINED IN AISG SPECIFICATIONS. WOODWORK 5HALL BE HAND SANDED BETWEEN COAT5 AND DU5TED GLEAN.
C lbommommo
4flpL Al
SHOWN ON THE PLANS. UPGRADE, 5ERVIGE, METER AND PANEL A5 MAY PIERS,AND WALL5, REINFORCED TO BE HELD AT CORRECT DISTANCE FROM 7. ALL WELDERS SHALL BE CURRENTLY CERTIFIED THE FOLLOW/NG 5 ALL hOLE5, ITCH P06KET5 OR SAPPY PORTIONS 5HALL BE 5GRAPET9 AND
BE REQUIRED. FORMS AND EARTH BY STEEL 6HA/R5 OR TIES
6ERT/F/CATION5 ARE ACCEPTABLE. NEW YORK STATE, NEW YORK CITY
/Ij
4. ALL PLUMBING WORK TO BE IN 5TRIGT ACCORDANCEW/TH N.Y.5. CODE 6. FOLLOW 6.R5.1. RULE5 FOR PLACING ALL REINFORCING 57EEL AND DEPT. OF ECJ/LD/NG5, OR TESTING LABORATORY CERTIFICATION TO THE AWS 4• FILL GRAGK5, HOLE5, IMPERFEGTION5 1N EX15TIN57 WALL5, PARTITION5, OR
AND ALL APPLICABLE LOCAL REGULATIONS ACGE55OR/E5. CODE GYP5bM`BOARD W/TH PATCHING PLASTER AND SMOOTH OFF TO MATCH
TOW/A oryoUTHOLP5 CONTRACTOR To EFFECT AND MAINTAIN INSURANCE, /E. CONTRACTORS 7. CONTRACTOR 5HALL 5UBM/T CONCRETE MIX REPORT HITH PAINTING To�H/El/E URFREQACED SMOOTHNESS,A PER AR H 15 /N5 1BOARD
LIABILITY,WORKMAN5 COMPEN5AT/ON, COMPLETED OPERA T/ON5, ETC. COMPRE55/ON TE5T RE5ULT5 TO ENG/NEER FOR REVIEW PRIOR TO
ADEQUATE FOR THE PURP05,E5 OF TH15 PROJECT AND FURNI5H PROOF OF 5TAR T/N5 FOUNDATION CON5706TION. I. ALL 57EEL AFTER FABRICATION SHALL BE THORot6HLY GLEANED OF RU5T, 5. WIPE NEW GYPSUM BOARD 5URFAGE5 WITH A DAMP CLOTH 16T PRIOR TO
5AME TO THE OWNER PRIOR TO COMMENCING WITH WORK. 6. REPRESENTATIVE TE5T CYLINDER5 SHALL BE TAKEN FROM THE CONCRETE DIRT,L005E MILL 5GALE,AND OTHER FOREIGN MATTER. AFTER GLEANING, APPLICATION OF THE PRIMER, IN ORDER TO LAY FLAT ANY NAP WH/GH MAY
PLACED EACH DAY 1N ACCORDANCE WITH CONCRETE 5PECIFI6ATION5. 57EEL 5URFACE5 5HALL BE SHOP-PRIMED WITH ONE COAT OF METAL HAVE FORMED IN 5AND/N6 PROCE55.
6. EACH SUBCON7R KMAN SHALL SUBMIT N COPY OF Hl5 INSURANCE TESTING SHALL BE PERFORMED AT 7 AND 26 DAYS.
��� �/� �/®� COVERAGE(WORMAN5 GOMPENSATIOPI, LIABILITY,DISABILITY) TO PR/MER, AND ONE GOAT COLOR TO BE SEL.EG7ED BY OWNER PAINT GOATS
LPRAXIN6 5ni�OL L66EXV THE OWNER PRIOR TO GOMMENG/NG WORK. EAGP 5UBG0NTRAGT0R 5HALL 9. ALL ME5H 5HALL BE 5PL/GED 50 THAT THE OVERLAP BETWEEN al7ERM05T 5HALL BE FULL WETTING,APPLIED THORO"L Y AND EVENLY TO THE 6. UPON COMPLETION OF PA/NT/NG WORK, REMOVE ALL PAINT FROM WHERE/T
SUBMIT LIEN REL EA5E5 PRIOR TO REQUF-5TIN&FINAL PAYMENT. CRO55 W/RE5 OF EACH 5HEET 15 NOT LE55 THAN THE SPACING OF THE SURF46E5,AND FREE FROM 5PRAY DU5T, RUN5 OR SACS. H45 5FILLED, 5PLA5HED, OR SPLATTERED ON EXP05E9 ADJACENT
A. AREA QTY. QUANTITY 7. CONTRACTOR 5HALL AT ALL TIME5 PROCEED WITH WORK A5 TO MINIMIZE CRO55 W/RE5 PLU5 TWO INGHE5, UNLE55 OTHERWISE SHOWN ON THE 5URFAGE5.
SYMBOL I� SGRl1�T/ON 5YM30L jPE- 6R/PTION A.B. ANCHOR BOLT � RADIUS DRAWING 2. PRIMER SHALL IV RUST-O-LEUM 1069 RU5HALL B/TING PRIMER OR 7 EXAM/NE FIN15H 5URFAGE5 AFTER COMPLETION OF WORK INCLUDING
A.G.I. AMERICAN R.D. ROOF DRAIN THE OWNERS INCONVENIENCE, AND SHALL DO 50 IN A WORKMAN-LIKE APPROVED EQU/VALENT. SECOND GOAT SHALL BE RUST-O-LEUM 1060, OR
CONCRETE MANNER. APPROVED EQUIVALENT. MILLWORK IN57ALLATION AND PROCEED WlTH "TO1UCHUP"A5 REQUIRED.
INSTITUTE REGPT. RECEPTACLE 6. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, lO. ALL FOUJdDATIONS SHALL BE CAST ON UND/STUBBED OR CONTROLLED ,
A.D.A. AMERICANS W/TH INF. RE/NFORG/NG COMPACTED 50/L HAV/NG A M/N/MUM BEARING CAPACITY OF TWO(2) TONS 6. PROVIDE ARCHITECT W/TN A M/N/MUM OF(3)6"X lO"BRUSH-OUTS OF EACH
FURNISH/NG5 AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM 3 AFTER ERECTION, TOUGH Gr ALL FIELD GONNEGTIONS AND ABRADED
5E6TION TAG- SEEDISABILITIES ACT DNR, DOWN DAMAGE UNTIL THE OWNER DETERMINES THE COlUR5E OF ACTION TO BE PEI?50UARE FOOT UNLE55 07HER 015E NOTED(5UBJEGT TO FIELD 5URFA6E5 WITH SAME TYPE OF MATERIAL U5ED FOR 5HOP COATING. COLOR AND FIN15H FOR ARCHITEGT5 APPROVAL,AT LEA5T 2 WEEK5 PRIOR
X ELEVATION TAC7- ADH ADHESIVE DR. DOOR INSPECTION AND VERIFICATION BY CONTRACTOR). TO 5/7E APPLICATION. ON-517E APPLICATIONS SHALL BE REQUIRED ONE
DING. AC NOTED XZ. DETAIL TAKEN WITH SAME.
X-X 5EE DWG. A5 NOTED A.F.F.AABOVE DWG. DRAWING WOOD WEEK PRIOR TO FINAL APPROVAL. ARCHITECT RE5ERVE5 THE RIGHT TO
FINISHED FLOOR OWLS. DOWELS q PROTECT AND MAINTAIN EX15TIN5UTILITY LINE-5 WHICH ARE TO /I. MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWO A916T ANY COLOR/FIN15H ONCE THE WALL TE5T H45 BEEN MADE.
ALT. ALTERNATE REMAIN IN 5ERVIGE/N SUCH A MANNER A5 TO AVOID INTERRUPTION OF
EA. EACH HOR/ZONTALLYWHERE ELEVATIONS CHANGE. 1. ALL LUMBER SHALL BE DG'UGLAS FIR LARCH NO. 2, FB = 675 P5/, FV= 95
AL✓ALUM. ALUMINUM E.l.F5. EXTERIOR THE5E LINE5. UNLE55 OTHERWISE NOTED, ALL EX5TING UTILIT/E5 5HALL BE P51,E= 1,600,0'00 P51, MAXIMUM M015WRE CONTENT<19A;. q FIN15H UNDER5/DE OF 5G'FF1T5(WHERE THEY OCCUR) TO MATCH ADJACENT
ANOD. ANODIZED IN5ULATION ALTERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE 12. ALL RETAINING HAL L5 5HALL BE ADEQUATELY BRACED DURING _ VERTICAL FIN/5H, U.O.N.
A.N.5.1. AMERICAN FIN15H 5Y57FM CON5TRIUCTION TO MAINTAIN SAFETY AND 5TAB/LITY. BACKFILLING 5HALL 2. ALL STUD LUMBER SHALL BE DOUCLA5 FIR LARCH 57UD GRADE, FB = 675 /p INSTALL ELEG7R/GAL SWITCH AND OUTLET COVER PLATES, SURFACE
x TAG- SEE DING. FINl5H TAG- 5EE FIN/5H NATIONAL GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HAVING -VR/5D/GTION
ELEG✓ ELECTRIC/-AL NOT ON PERMITTED UNTIL CONCRETE H45 ACHIEVED 90� OF THE SPECIFIED P51, FV= 95 P51,E= 1,400,000 P51, MAXIMUM MOISTURE CONTENT�19�. HARDWARE ETC., AFTER PAINTING AND/oR APPLICATION OF WALL
LEGEND $ GEIL IN6 FIN. STANDARDS ELECT. 50 A5 TO GUARANTEE A COMPLETE INSTALLATION. DESIGN STRENGTH.
X-X A5 NOTED X_X IN5TI7UTE ELEV./EL. ELEVATION
LEGEND APPROX. APPROX/MATE ll. CONTRACTOR SHALL PROTECT, PATCH AND REPA/R ALL EXIST/NG WORK 3. ALL WOOD CONSTRUCT/ON SHALL GOMPLYW/TH THE NATIOIJAL DES/GN COVER/N65 AND CARPET.
ENG. ENG/NEERIED ADJACENT TO H/5 WORK, OR DAMAGED A5 A RE5UL T OF H15 WORK. /3. ALL CONCRETE 5HALL ATTAIN A MINIMUM 5TRENGTH OF 3,000 P5/® 26
ARCHH, ARCHITECT/ EQ EQUAL SPECIFICATION FOR WOOD CON57R 16TION,LATEST EDITION. //. MODIFY EX/5TIN5FLOOR 5URFAGE5, TO RECEIVE NEW FLOORING MATFRIAL5
-URAL WHERE EX/5T/NG MATERIALS ARE TO BE MATCHED, GARS/5 TO BE DAY5. FOUNDATION, 5LAB5 ON GRADE AND CONCRETE EXP05ED TO
PLUMBING AVG• AVERAGE EQUIP. EQUIPMENT TAKEN IN BLEND/NG GOLOR5 AND REPLICATING ADJACENT FORM5 AND WEATHER 5HALL BE AIR ENTRAINED. TO PREVENT NOTICEABLE LUMP5 AND DEPRESSIONS
4. ALL WOOD EXPOSED TO WEATHER SHALL BE GGA TREATED IN
B.O. BOTTOM OF ETC. ETCETERA CONTOURS, ACCORDANCE WITH AFPA 5TANDARD5. 12 PARTITIONS AND MILLWORK TO RECEIVE STRAIGHT RE5/LIENT BA5E OR
- ELEVA TION A66E550RIE5 TAG- BD. BOARD EX15T. EXISTING l4. ALL CONCRETE REINFORCING 57EEL 5HALL BE 1N ACCORDANCE W/TH A57M
X-X BLDG. BUILDING l2. BEFORE SUBMITTING ANY PROPOSAL, IT SHALL BE THE RESPONSIB/CITY CARPET, COVE RESILIENT BASE AT RESILIENT FLOORING. U.O.N.
BENGHI�ARK 5EE ACCE550RIE5 EXP ExPosm A-615 GRADE 60 DEFORMED BAR5. 5 ALL WOOD CONNECTORS 5HALL BE BY '5/M'5ON; "TECO", OR
B.F.P. BACK FLOW EXT. EXTERIOR OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EX/5T/NG
LEGEND PREVENTOR F.D. FLOOR DRAIN COND/TION5, MATFR/AL5 TO BE MATCHED,WORKING 5PAGE AVAILABLE, 15 WELDED WIRE ME5H 5HALL BE IN ACGORDANGE WITH A57M A-165 APPROVED EQUAL. l3. STAINED AND PAINTED SURFACES SHALL BE FlN/SHED SUCH THAT JOINTS
BLK. BLACK FONN, FOUNDATION 5AFETY PRECAUTIONS ETC. REQUIRED FOR THE SAFE AND EXPEDIT/G'U5 ARE NOT V151BLE WHEN VIEWED FROM ANY REA50NABLE ANGLE.
BLKG. BLOCK/NG FIN. FIN15H EXECUTION of THl5 CONTRACT. FAILURE TO DO 50 WILL NOT BE 16. ALL 5TRUGTURAL MEMBER5 5HALL BE PG'URED FOR THEIR FULL DEPTHS 1N 6' �MBER5 S/GNATED AS "GANG LAM"OR 'LAMINA TED VENEER LUMBER"OR
EXTERIOR FIN/5H TAG- BRC. BEARING FIXT. FIXTURE GAU5E FOR EXTRA 605T5 TO THE OWNER OR OWNER5 REPRE5ENTAT/VE5. ONE OPERATION. CONSTRUCTION JOINT5 5XH A5 A DAY5 POUR JOINTS "LVL"SHALL CMC CORP. NO IN ACCORDANCE BE EWITIGAT/0TH UT l4. WALL COVER/NG SEAMS SHALL NOT HITH A HIN l"-O" '- CORNERS.
ROOM ROOM NUMBER BTM. BOTTOM FLR. FLOOR CONTACT THE ARCHITECT IMMEDIATELY 1F FIELD CONDITION5 ARE 5HALL BE LOCATED IN THE MIDDLE OF THE 5FAN MAIN REINFORCING TO LOUIS/ANA PACIFIC CORNO SUBSTITUTES SHALL BE PERMITTED W/TROUT APPLY FABRIC 50 WALL l5 D/V/DED W/TH A M/N/MUM NUMBER OF SEAMS,
5EE EXT. MATERIAL B7NL BET KEEN FRZ. FREEZER THE ENGINEERS APPROVAL. DE5/GN 5TRE55E5 ARE A5 FOLLOWS: FB = AND WITH EQUAL WIDTH PANELS, U.O.N.
XXX TAG FUUND TO BE OTHER THAN TH05E SHOWN HEREON PRIOR TO PROCEED/NG RUN THROUGH THE JOINT, KEY AND RGYIGHEN JO/NTS TO EXPOSE
LEGEND/5/TE GAB. CABINET FT FEET/FCOT `y/TH HORK AFFECTED BY 5AME. AGGREGATE FOR CHEM/GAL BOND. 2,g0P51, FV= 2g�1' E = 2'000.00DP51
G.G.F. GOMPAG7F17 15 LOCATE/NTER5EGTION5 OF DIFFERENT FLOOR FIN15H MATEERIAL5 DIRECTLY
GRANULAR FILL 6 A GALLON GE /3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 7. THE ARCHITECT SHALL PRr'vIt2E GALCUL.AT/ON5 TO THE CONTRACTOR FOR UNDER CENTER OF DOOR5, U.O.N.
G.J GQN7ROL JOINT GAL. GALLON l7. NO HORIZONTAL JOINTS SHALL BE PLACED IN W.4LL5 EXCEPT A5 SHOWN ON
FABRICATION. VER/FIGAT/ON OF LOA95 AW2 BEAM 51ZE5 W/TH MFR. PRIOR TO ORDER/NG
GAL V. GAL VAN/ZED THE DRAWINGS W/7T-fOUT THE APPROVAL OF THE ENG/NEER.
PROP05ED AALL5 C.L. CENTER LINE G.G. GENERAL 14. DISCREPANCIES,ERRORS, OM/55ION5,ETC., IN ANr PORTION OF THE � AND MANUFACTURE. NOTIf Y ARCH/TEGT OF ANY DISCREPANCIES, IN WRITING, l6• 5U5M/T CARPET SEAMING PLAN(FOR BROADLOOM) TO ARCHI7E=GT PRIOR TO
DOOR TAG- GLC. CEILING CONTRACTOR DRAW/N575 WHICH ARE AT VARIANCE WITH THE LAW ORDINANGE5, RULE5 /6. MAXIMUM LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION 5HALL 5HOULD THERE BEA PROb!EM. ORDERING AND AT LEA5T(4)WEEK5 PRIOR TO INSTALLATION FOR
56HEDULE REFER TO FLOOR CLOS. CLOSET GD. GRADE BEARING ON THE CONDUCT OF THE WORK SHALL BE BE NO MORE THAN TWO GONSEGUT/VE COLUMN D/M. OR 60 FEET. ARCH/TEGT5 REVIEW AND APPROVAL.
O GLR. CLEAR GL. GLA55 OR REGULATIONS,
ODOR SGHD. PUNS FOR SIZE 6. THE CONTRACTOR 5HAl1 BE RESPONSIBLE FOR COORDINATING ALL
COL. COLUMN GYP. GYPSUM REPORTED PROMPTLY TO THE ARCHITECT. REQUIRED IN5PECT/ON5,OF THE ROUGH AND FINAL FRAMING 17. METAL DOOR5, CONVECTOR COVERS, FRAME5 AND WALL5 A5 5PECIFIED,
GONG. CONCRETE N.G. HANDICAP /5 IF GON9IT/ON5 ENCOUNTERED DURING CONSTRUCTION DIFFER 19. CONCRETE CONTRACTOR TO BE RE5PON5/BLE FOR SETTING ALL ANCHOR TO RECEIVE A PAINT FIN15H 5HALL BE PAINTED A5 FOLLOWS:
ACCESS/BLE
PROP05E9 DOOR COIV- CONDUIT BOL T5 AND LEVELING PLA7F5.
CONN. CONNECT/ON H.G. HOLLOW CORE
FROM WHAT/5 SHOWN ON DRAWINGS, THE ENG/NEcR SHALL BE q, REFER TO DRAWING G5 2 FOR DES/GN LOADS. GYPSUM.
W/NDOIN TAG- REFER To FLOOR H.D. HIGH DEN5/TY NOTIFIED/MMEDIA7ELY AND WORK 5HALL NOT PROORE35 UNTIL
O CONST. CONSTRUCT/ON HDR HEADER ALL PROBLEMS ARE RESOLVED TO THE 5AT15FAGTION OF THE 20. PROVIDE CONTINUOUS 2x6 TREATED SILL FLA 7E OVER 7ERMl7E 5H/ECD FIRST GOAT LA7FX PRIMER
56HEPIJLE PLAN5 AND 56HED. CONT. CONT/NUOY5 TIED INTO FG'UNDATION WALL5 W/TN 5/6 ANCHOR BOLT5 3-O"o.c. (l-O /0 ALL CONGEALED SPACES#�F 1 WOOD FRAMING SHALL'BE F1RE5TOPPE9 W/7H 5E60ND GOAT LATEX EGGSHELL
RDW. HARDWARE
DOOR 5GHD. C.T CONTRACTOR HDWD. HARDWOOD ENGINEER' MAX. FROM ALL CORNERS)WITH l0"m/n EMBEDMENT. PROVIDE 5/LL WOOD VENT DNG AGGUROM M FITTED TO ON THE OPENING AND ARRANGED THIRD COAT. LATEX EGGSHELL
FOR SIZE G.T. CERAMIC TILE H.M. HOLLO��r METS� 16. ALL 5UBGONTRAGTOR5 5HALL BE RE5P01,61BLE FOR FILING AND 5EALER AND GROUT SILL FLA 7E TO HALL. TO PREVENT DRAFTS f7?OM MOV/NG FROM ONE 5PAGE TO ANOTHER. METAL DOOR5 FRAMES,• $ CONVECTORS:
PROPOSED 0.51. CON5TRIUGT/ON GONTRAGTO&
5PE61FICATION HT. HEIGHT OBTAIN/NG APPROVAL5 FOR THEIR WORK WHiGN MAYBE REQUIRED. " FIR5T COAT LATEX METAL PRIMER
OX REI//5/ON TAO 0( �> FIXTURE-5 FOR /N5T/TUTE H.V.A.G. NEA TING, /7. ALL 5U9CON7RA6TOR5 SHALL PROVIDE ALL EQUJPMcNT, TOOL5, FENGE5, 2L FLOOR SLABS ON GRADE TOL 4 POURED FID CONCRETE,WITH 6x6//.4XL4 GA. //. PROVIDE BRIDGING 6-O o.c. MAX(SOLID OR GRO55 BR/DG/NGS 5E6CN9 GOAT LATEX 5EM/GL055 ENAMEL
GU. CUBIC VENTILATION, A/R TRAN5PORTATION, SAFEGUARDS, ETC.,A5 REQUIRED FOR THE PROPER INRE ULDE RCINC AND STEEL TROWEL F/N/5H. PROVIDE l/2 THPRD COAT LATEX 5EM/GLO55 ENAMEL
FUTURE DBL. DOUBLE GOND/T/ON/NG EXECUTION OF THEIR WORK PREMOULDED EXPANSION JOINT/NG AT FLOOR SLAB AND FOUNDATION 12. NOTCHES OR HOLES FOR P/PING ETC. IN 57RUGTUR.4L FRAMING MEMBERS
DEG. DEGREES l.G. ISOLATED GROUND /6. ANY DEVIATIONS FROM THE ARGHIT56T'5 DRAd^l1NG5 MU5T BE SUBMITTED WALL. PROVIDE 2"(R-lO mfn)R/G/D INSULATION 2'-0"EACH WAY (FOR SHALL NOT BE PERMITTED. l6. PA/NT SHALL BE LATEX- INTERIOR FINISHES TO GOMPLYW/7N LOCAL
COMBO CARBON MONOXIDE DIA. DIAMETER INGHE5 TO THE ARCHITECT IN WRIT/NC FOR APPROVAL. HEATED SPACES). BUILDING CODE AND 5HALL BE INTERIOR FIN15H GLA55 G FOR CORRIDORS
SMOKE DETEC TOR DIM. D/MENS/ON INCL. INCLUDEED 13. DOUBLE J015 T5 UNDER ALL PART/TIONS RUNNING PARALLEL W/TH THE J015 T5 AND ROOM5.
5MOKE DETECTOR 5HALL BE INSUL. IN5ULAT/ON INFO. INFORMATION /q EACH CONTRACTOR AND SUBGONTRAC.TOR 5H.AL) BE RESPONSIBLE FOR 22 ALL 5LAB5 ON GRADE 5HALL HAVE TH/GKEN/NG5, DEPRE551CN5,
HAIRDHIRED To CENTRAL 5HALL BE HARDWIRED IN5TL. IN5TALLATIOW MAINTAINING SAFETY ON THE JOB 51TE DURING THE GON5TRUGTION OPEN/NGS ETC. A5 REQUIRED OR A5 5HOWN HEREIN OR ON
SD INT. INTERIOR - - 14. ALL FLOOR AND SKYLIGHT OPEN/N55 ARE TO BE FRAMED W/7N DOUBLE /q INTERIOR F/N/SNES 5HALL BE GLA55/PIED IN AGGORDANGEW/7N SURFACE
cDisv TO CENTRAL 5Y57EM J-BOX _VNGTION BOX INSTALLED PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE ARCHITECTURAL DRAW/N55 HEADERS AND TRIMMERS BULL)'JOINED W/TH 5TEEL BR/DGE5 OR "TF605': FLAME RAT/NG5. ALL FIN/5HE5 /N THE PROP05E?D AREA TO BE INTERIOR
5Y5TEM WITH BATTERY J5T. J015T READ REQUIRED OCCUPATIONAL 5AFETY AND HEALTH ADMINI5TRATION. TH15 5HALL
l'V/TH BATTERY BACKUP JT. JOINT RM. ROOM 23. PROVIDE POCKETS IN WALL FOR COLUMNS BEAM5 AND SLABS FIN15H GLA55 B. FINISHES MAlFR/AL 5HALL HAVE FLAME-SPREAD RATING
BACKUP R.O. ROUGH OPENING INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING ALL NECESSARY MINIMUM BEARING ON WALLS OR BEAM5: 5"FOR SLABS 6"FOR BEAM5 15 TO E,1/M/NATE THE HAZARD OF M0/57URE CONDENSATION IN COLD hEATHER OF 26 TO 75 5MOKE DEVELOPED RATING OF GLA55 B.
IN. 5UPPL/ER TEMPORARY 5UPPORT5 AND BRACING A5 MAY BE REQUIRED PRIOR TO AND TO PERMIT THE E5GAPE OF HEAT IN HOT WEATHER. VENTILATION OF
/��/ � Llt,57
LAM. LAMINA
ATOR R.TU. ROOF TOP UNIT U.O.N.
�/ � LAY. LAVATORY SAN. SAN/TARY THE THE INSTALLATION OF NEW STRUCTURAL ELEMENTS,A5 WELL AS ATTIC AND CRAWL SPACES 15 REQU/RED. BLOCKING AND BRIDGING SHG�ILD 20. ATTACHMENT AND ADHES/1/E5 FOR INTER/OR LOCATIONS,WH/GH WILL .
S.G. 50LID GORE ADEQUATE AND PROPER BARRI6ADE5, RAILINGS,LIC-HTING, STAIRS, ETC. 24. Top ELEVATION OF SLABS 5HALL VARY ACCORDING To FIN15H FLOOR BE ARRANGED 50 A5 NOT TO INTERFERE W/7H THE MOVEMENT of AIR PRODUCE PRODUCTS MORE TOX16 THAN TH05E GIVEN OFF BY WOOD OR
LBS. PENDS AL OOT 5CH9. SCHEDULE REQUIRED TO PROTECT THE WORKMAN OHd'VER 5 PER50NNEL AND MATER/AL. 5EE ARGH/75GTURAL DRAWINGS PAPER WHEN DECOMP05/NC OR BURNING WILL BE REJECTED.
ARCHITECTURAL: L.P. LOW POINT SECT. SECTION OTHERS FROM INJURY DUE TO CONSTRUCTION WORK. PROVIDE FREE " l6. ALL CATHEDRAL CEILINC75 5HALL HAVE CONTINUOUS VENTILATION FROM ,
5.E, 5QUARE FEET AND SAFE PA55ACE FOR PER50N5 TO AND FROM AREA5 AND 25 IN ANY APPROVED GON5TRUGTION JO/NT, PROVIDE 2 X 4 KEY M/N. AND 24 " 2I. ALL NEW OR 1`0D/F/ED GON5TRUGTION 5HALL'BE FINISHED A5 PER OWNERS
C.5-1 - CENO�AL NOTES, LEGENDS, DRAlNIN5 L/5T ABBREVIATIONS MAIL. MATERIAL EAVE5 TO RIDGE. 52E IN50LAT/ON ACCORDINGLY. PROVIDE 3/4 d/a. VENT 51MILAR GSELECTIONS lNI AGGORDANGEW/TH MANUFACTURERS PUBLISHED
MAX. MAXIMUM 5HT 5HEET FA61L1T/E5 WHICH ARE TO REMAIN. BAR DIAMETER LAP(I6 y'YLI
MINI OF REINFORCING,EXCEPT FOR 5LAB5 ON GHT FRAMING TO MAINTAIN CONTINUOUS
05-2 - CODE COMPLIANCE NOTES 4 DETAILS MECH. MECHANICAL 5/M. ,�E HOLE5 A5 NEEDED THRU ,1.VENTILATION. 5PEC/FICAT/OAV5.
c �
MFG. MANUFACTURER 5M. SMALL 20. F16URED DIMEN5/ON5 5HALL GOVERN 5MALL 5CALE PRANINC75 WHERE
PP-1 - PLOT PLAN MIN. MIN/MUM 5PE65. 5PEC/FIGAT/ON5 DIMENSIONS ARE ESTABLISHED BY COADITIONS IFEX15TING, EACH 26. SLAB ON GRADE 5HALL BE POURED IN 57R1P5. GON57R1UGT1ON OR CONTROL
A-0 - PROP05ED CELLAR FLOOR PLAN M156. M75CELLANEOU5 50. SQUARE CONTRACTOR 5HALL MEA5URE EX15TIN6 COND/770N6 PRIOR TO ORDERING JOINT5 5HALL HAVE A MAXIMUM 5PAC/NC of 30'O"IN EITHER DIRECTION. l7 DOUBLE JOISTS UNDER ENi IRE BATHROOM AREA VNLE55 OTHERW15E NOTED.
MM. MILLIMETER 50. FT. 56UARE FEET MATERIALS AND GOMMENGING WITH WORK. MAXIMUM AREA OF POUR 5HALL BE 2700 5Q. FT.
A-I - PROPOSED /5T FLOOR PLAN M.R. MOISTURE 5.5., 5/5 STAINLESS 57EEL l6. THE CONTRACTOR 5HALL INCORPORATE ALL REQUIRED STRAPS,ANGLES,
RE515TANT 57D. 57ANDARD 21. GENERAL CONTRACTOR AND HI5 5U95 ARE RE5PON51BLE FOR ALL LAY- 27. ALL WALL AND PIER FOOTINC75 5HALL BE M/N/MUM 12" TH16K AND PROJECT TIES, 5UPPORT5, ETC. AS MAYBE REQU/RED FOR PR0755T/ON OF 57RUG7URE
r.
A-2 - PROPOSED 2ND FLOOR PLAN MMpI��D STC. STEEL OUT WORK, INCLUDING 5PE61FIED LAY-OUT DRANN65 A5 REQUIRED. 6 M/N/MUM BEYOND ALL FACES OF WALL5 AND PIERS UNLE55 07HER 15E FROM FORGES of JVATURE. TH/5 INCLUDE5: ROOF To ROOF RooF To WALL.5,
A-3 - PROP05ED NORTH AND SOUTH ELEVATIONS N.I.C. NOT METAL CONTRACT 5TRUCT. STRUCTURE/-AL GENERAL CONTRACTOR 5HALL COORDINATE,RESPECTIVE SUBGON7RAGTORS NOTED. WALL5 TO WALL5 AND WA!_L5 TO FOUNDATION. 7NE5E FA5TFNER5/T/E5
NOM. NOMINAL 5UPPL. 5U9PLY/-IED 50 A5 NOT TO GA05E UNDUE HARDSHIP, DELAY AND INTERFERENCE WITH 26. GROUT V5ED 5HALL BE NDN-FERROU5 NON-5HR/NK GROUT BY IN-PAKT AND BALL BE A5 MFRP BY 51MP5CN OR APPROVED EQUAL.
A-4 - PROPOSED EA5T AND !NEST ELEVA TIONS NO./NUM. NUMBER 5515p. 5U5PENDED CONI7IUGT OR WORK. 5HALL ATTAIN A STRENGTH OF 4,000 PSI /N 7 DAY5.
A-� - PROPOSED SBGT/ONS N.5.F NATIONAL T/ TOP OF 22. CONTRACTOR TO REMOVE ALL DEBRIS CREATED Eat'TH15 WORK FROM THE l9. ALL FASTENERS FOR PRESSURE TREATED LUMBER TO BE HOT GAL VAN/ZED.
SAN/TAT/ON TB. THBOLT
A-6 - TYP/G,4L DETAILS FGNJNDATION TSB TOPP $ 517E AND D15P05E OF IN A LEGAL MANNER ON A hEEKLY BA515 OR 2q ALL 5LAB TEMPERATURE REINFORCEMENT TO BE F/BERME5H CONCRETE
BOTTOM
N.T.5. NOT TO 56ALE T$C7 TONGUE $ GROOVE SOONER IF GONDITION5 WARRANT. REINFORCEMENT A5 MANUFACTURED BY F/BEIR'ME5H CO. OR APPROVED
O.A. OVER ALL TEMP. TEMPERED EQUAL. MIX/NG AND PLACEMENT 5HALL BE IN ACCORDANCE TO
23. AT THE COMPLETION OF WORK, THE SITE,l5 TO BE CLEARED OF ALL
O.G. ON CENTER Trp. TYPICAL DEBRIS AND EX5,E55 MATERIAL5. THE FACILITY l5 TO BE LEFT BROOM MANUFACTURER5 5PE6/F/6AT/ON5.
OPNG. OPENING UL. UNDERhIR/TER5 GLEANED AND WORK I5 TO BE COMPLETED TO THE TOTAL 5ATI5FACTION
OPT. OPTIONAL LABORATORIES OF THE OWNER PRIOR TO RELE45E OF FINAL PAYMENT. 57EEL
OPP. OPP0517E W. ULTRAVIOLET
PL. PLATE V. VOLT/VOLTAGE 24. THE ARCHITECT HA5 NOT BEEN RETAINED FOR A9MIN157RAT10N OF THE 1. ALL 5TEEL FABRICATION AND ERECTION 5HALL CONFORM TO A15
RL M9 PLUMBING VB. VAPOR BARRIER CONSTRUCTION OF 7H15 PROJECT. 5PE606AT/ON5 FOR 5TRZT11RAL 5TEEL, LATE5T EDITION.
RL FNL. PLYWOOD V.P. VENT PIPE
6AL 25 CONTRA6TOR5 5HALL COOPERATE WITH ALL OTHER 7RADE5 AND WHERE SEAL: . REVISIONS/SUBMISSIONS: DRAWING TITLE:
PNC. PANEL 1/ERT. VERT/GAL 2 ALL STRUCTURAL STEEL 5HALL BE A5 TM A-36,EXCEPT STRUCTURAL TUBE
PR. PAIR W/-W/o W/TH/W/THOJUT REQUIRED INSTALL ALL BUILT-IN WORK, SLEEVE-5, INSERTS, ETC., A5 NH16H 5HALL BE A5TM A500 GRADE B. AND 5706TI RAL PIPE WH16H 5HALL DATE: DESCRIPTION:
PREP. PREFARA PREPARED/0W PD WOOD REQUIRED FOR A COMPLETE JOB. BE A57M A50I. GF_/`IER�L NOTE/, LEGF_/`ID/,
P.5.F. POUND5 PER WDW WINDOW 26. 5EE N.Y.S. BUILD/NG GONSTRUGTION GODS MANUAL FOR REQUIRED WOOD 17RAWOG L V r AND AP -)P
56UARE FOOT WH. WATER HEATER FRAME NAILING SCHEDULE 3. ALL STRUCTURAL STEEL U5ED A5 EXTERIOR WALL LINTFL.5 5HALL BE
P.S.I. POUNDS PER WP. WATER PROOF GALVANIZED.
SQUARE INCH
WT. WEIGHT
PT. PART/PO/NT WWF HELPED HIRE ` /I CAD FILE NAME:
PVMT. PAVEMENT FABRIC
2002_0/'1
NEMSCHICK SILVERMAN ARCHITECTS P.C. PROJECT TITLE: - • DATE: NSA PROJECT #:
DORO/KI RE/IDE/`ICr 04/19/2021 20_2002
the business of ARCHITECTURE."
_ _ _ _ 850 MOJ�
____ __ _ _-_----.._.__._....----.___._cu
LL LA/yE.._.. _.. .... __._...-- -- _... -- _..._.... _ ...----__ - - ._ __ - ....-- CALE:____ -~ S DRAWING NO.:
- CUTCHOGUE, IV 11955
160 MAIN STREET, SUITE 200 __... __._.._..._._.... ___._ _.__....._......_ ___
A._/'NOTED
SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: cy
Phone : 631 563 2130 Fax : 631 563 2129 www.ns-arch.com COPYRIGHT 2021 NEMSCHCK SILVERMAN ARCHITECTS P.C. 1000 97 8 26 ! NM
CLIMATIC AND GEOGRAPHIC, DE516N CRITERIA OF THE TOWN OF SOUTHOLD TABLE 602.3(1) Fl�STENIN6 SCHEDULE TABLE 602.3(1) FASTENING SCHEDULE NAILING a STRAPPING AT -PER 2020 RE51DENTIAL CODE OF NEW YORK STATE TABLE R301.2 (1) EXTERIOR WINDOW / DOOR HEADERS
ITEM DESCRIPTION OF NUMBER AND TYPE 5PAGING AND I�M DESCRIPTION OF NUMBER AND TYPE SPACING AND NAILIN6 SCHEDULE:
WIND D1751GN SUBJECT TO DAMAGE FROM BUILDING ELEMENTS OF FASTENER LOCATION BUILDING ELEMENTS OF FASTENER LOCATION R.OU6NOPerM6REd11RB nr-ORMVIOONO'Dow's
GROUND SEISMIC, WIND ICE BARRIER FLOOD AIR MEAN NOTATION
SNOW SPEED' TOPOC�RAPHIG SPECIAL HIND WIND-BORNE DESIGN FR05T LINE DE5IGN UNDERLAYMEN FREEZING ANNUAL ROOF
LOAD (MPH) EFFEGTSk REGION" DEBRIS ZONE" CATEGORY? WEATHERING DEPTH b TERMITETEMP REQUIRED" HAZARDS INDEX I TEMP 4-8d box WALL CONTINUED RopffIm
o A e c a B
3-8d box 2'-0• 2 N 2M I I I
MODLTtATE TO (2 Y2" x 0.113")• or (2 Y2" x 0.1139• or
25 P5F 128 MPH 5EE 'PLAN5 SEE PLAV5 SEE PLANS $ 5 � 3 FT. 517E PLANS SEE PLANS SEE PLAN SEE PLANS SEE PLANS I BLOCKING BETWEEN CEILING JOISTS 3-5d common 3-8d common 6--001 6 W2 O i22* 5 s 5 TYP.PRovIDERAFT�TD
EXAMINER EXAMINER EXAMINER FEAW 17XAMINER EXAMINER EXAMINER EXAMINER EXAMINER OR RAFTERS TO TOP PLATE (2 Y2" x 0.131")• or TOE NAIL
(2 Y2" x 0.1319; or 101o1 Io (2)2x6 4 4 4 KM6 ATTAGFFm 7181
3-IOd box 3-IOd box 12'-0• 12 1 (2)2X6 s s 1 5 c E ALIGNED ORRAFI`55AND
WIND-BORNE DEBRIS PROTECTION FASTENING NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS (3" x 0.128"); or (3" x 0.128"); or �� B Knr6sroPUTes
A.N� r3D MIS Is Ar EACH OV OF sTTzAPPINbs
SCHEDULE FOR WOOD STRUCTURAL PANELS PER 2020 RE51DENTIAL CODE OF NEW YORK STATE PER 2020 RE51DENTIAL CODE OF NEW YORK STATE 3-3 x 0.131 nails 3 staples, I ' crown 16
B.N OF SILL 511A3 ON 1}17 FLAT(bOE�i NOT APPLY TO DOORS)
MACIM
PER 2020 RESIDENTIAL GODS OF NEW YORK STATE TABLE 83012.12 SECTION R403.1.6 SECTION ON R303 4-8d box Ill X 8" AND W I DER 5HEATHI NG TO o., 1 3/4" Ion 6-043M OF FULL W16W KING 5TUD5 AT EAGN SIDE OF
(2 Y2"x 0.1159; or 20 FACE NAIL D.04MR OF IbD NAILS DO-NAILM T}VaW ADJPZM KINS 5nV
3-bd common EACH BEARING Wi er an I x 8 WOF1EAMATEA HSM F
FASTENER 5PAGING WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH 2 CEILING JOISTS TO TOP PLATE PER JOIST, 4-8d box F_MM MOFJAGKsnt*ATEWHWCFF[ADM
FASTENER 4 Foor 6 Fool FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 (2 Y2" x 0.131") or TOE NAIL (2 Y2" x O.I 13") or ( D016 E ff1 50-
TYPE <�SF <<At�SPAN <MEL STN MIN. I/2" IN DIAMETER AND SHALL EXTEND A MIN. OF 7 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 3-IOd box 3-8d common F. OF l UN AT eb-NAILs�TfRa�N ADurao DW STuas
(3" X 0.128"); or „ u TO e1D OF SILtlS)AT EAGFf SIDE A7oBS NOT APPLY TO DOORS) SHOM AND KmsMA AS
#s N40oD 5CREW BASED INCHES INTO MASONRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS (2 Y2 x 0.131 ) or s` ""�-D�Aa L
3-3" x 0.131" nails 3-100 box
ANCHOR WITH 2-INCH I6" 10" 811 MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING CEILING JOISTS NOT ATTACHED TO 4-I0d box (3" x 0.128"); or lN/N170/N ` DOOM 5T1�rPP/N6
EMBEDMENT LENGTH INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. PARALLEL RAFTER, LAPS OVER (3" x 0.128"); or 4 staples, crown 16
#IO Poor;SCREW BASE° AND WA5HER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND 3 3-16d common FACE NAIL 3
ANCHOR WITH 2-INCH 1611 1211 ql' PARTITIONS (SEE SECTION R&02.5.2 ga., I /4 long
EMBEDMENT LENGTH THE PLATE A5 PER 2020 RE51DENTIAL CODE OF NEW OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH AND TABLE R&02.5.2) (3 Y2" x 0.162")Lor ALLSTRAPPINyAL84TTo BE-VM0(COI MSTW)
4-3" x O.I 31" nails I s FLOOR �51MPsoN�r�lvAlar-�(caLEn sTTiAP)
1/4-INCH LA6 5CREw YORK STATE. AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55 4-8d box (ALL 57-A 146 WALL BE INSTALLED PRIOR TO S ATiwS)
BASED ANCHOR WITH I6" I6" Ib° THAN 3 5QUARE FEET ONE HALF OF WHICH MUST BE GEILING J015T5 ATTAGHED TO PARALLEL (2 Y2" x 0.113"); or
2-INCH EM15MMENT LEN6THI OPENABLE. RAFTER (HEEL JOINT), (5EE SECTION
A THIS TABLE 15 BASED ON IAL MPH ULTIMATE DESIGN WIND SPEEDS,V+,AND A sBfoor MEAN ROOF HEIGHr. Table 8802.5.2 FACE NAIL 3380 common
B. FASTETM SHALL BE OCALLED AT OPPOSING ams OF THEFROM
WOOD&E OrT THE
PANEL. 4 8802.5.2 AND TABLE 8802.52) 21 JOIST TO 51 LL, TOP PLATE OR (2 Y2" x 0.131"); or TOE NAIL
FASTENERS SHALL BE LOCATED NOT LESS THAN I INCH FROM T}E EDGE OF TME PAtB.
O. AW.+M.a SHALL POEMATE THROUGH THE EXTERIOR WALL C,OVMING MOTH AN EMHF.DM®IT LENGTH OF NOT 4-10d box3-IOd box
LESS THAN 2 INGIrES INTO THE BUILDING FP-4,?-E.FASTE!-IsMs SHALL BE LoeATM NOT LESS.THAN 2 1/2 Ire NOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY E50APE AND RE50UE EGRESS ,� „ GIRDER „ „ 5CALE=N.T5. .
FROM THE EDGE OF THE CONCRETE BLOCK OR CONCRETE. (3 x 0.128 ); or (3 x 0.128 ); or
DMASONRY OR PM15 ATTR W TO MASONOR MAS0IW/STIICC.O SHALL BE ATTACHM USING VIBRATION-RE5ISTAHT PER 2020 RESIDENTIAL CODE OF NEW YORK STATE OPENINGS REQUIRED PER 2020 RE51DENTIAL CODE COLLAR TIER TO RAFTER, FACE FACE NAIL ;
ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 PouNDS. 5 33"00 common 3-3" X 0.131 nails
SECTION M1502 OF NEW YORK STATE SECTION R310 NAIL OR I Y4 X 20 GA. RIDGE EACH
STRAP TO RAFTER (3.1 x 0.148„); or RAFTER 8d box(2 Y„ x O.I13 4„ TOE
4-3" x 0.131" nails 8d common NAIL
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS I. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF I. BASEMENTS, HABITABLE ATTIC5 AND EVERY SLEEPING 3-I6d box nails 2 TOE NAILS ON RIM JOIST, BAND JOIST OR (2)/2 11 x 0.13111)• or
PER 2020 RE-51DENTIAL CODE OF NEW YORK STATE TA13LE R3013 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE (3)2" x 0.13511); or ONE SIDE AND 1 22 BLOCKING TO SILL OR TOP lOd box 6" TOE
2. DRYER EXHAUST SYSTEM SHALL CONVEY THE EMERGENCY ESCAPE AND RESCUE OPENING ABOVE AND 3-I0d common nails TOE NAIL ON PLATE (ROOF APPLICATIONS (311 x 0.12811); or NAIL ROOF 5HEATHIN6
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 0.14811); or OPPOSITE 51DE ALSO) 3-3' x 0.131" nails
BUILDING. 50.FT. AND A GRADE FLOOR OF 5 SQ.FT.. 4-I0d box OF EAGH 3-8d box
UNINHABITABLE ATTICS W/0 5TORAGE 10 P5F 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY ESCAPE AND RESCUE OPENINC75 SHALL (3" x 0.128"); or RAFTER OR (2 Y2" x 0.1159; or „
ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE 4-3" x 0.131 ' nails TRU55 2-8d common
3 (R-M-5) CLO5ED CELL SPRAY
UNINHABITABLE ATTICS WITH STORAGE 20 P5F 4-I6d " (2 Y2" x 0.131") or
FOAM WITH R-Iq BATT INSULATION
- INSTALLATION INSTRUCTIONS. FLOOR „ ,� 23 I X 6 SUBFLOOR OR LE55 TO FACE NAIL `
HABITABLE ATTICS AND ATTIC Y`V FIXED STAIR 30 P5F 4. SCREENS SHALL NOT BE INSTALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 (3 Y2 x 0.135 ); or EACH JOIST 33"00 box
3-100 common (3" x 0.1289; or
TERMINATION. INCHES.
(3" x 0.148"); or TOE NAIL 2 staples, P crown 16
BALCONIES (EXTERIOR) AND DECKS 40 P5F 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 4-I0d box go., 1 3/4" long RIGID INSULATION
GUARDS AND HANDRAILS 200 PSF SHEET-METAL 56REW5 OR FASTENING MEANS WHICH INCHES. (3" x 0.128"); or 3-I6d box SPRAY FOAM DAM. ATT/C
EXTEND INTO THE DUCT. 5. OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE -r ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS OR ROOF RAFTER 4-3' x 0.131" Halls 24 2" 5UBFLOOR TO JOIST OR GIRDER (3 Y2" x 0.13511)• or BLIND AND
GUARD IN-FILL COMPONENTS 50 P5F 6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. TO MINIMUM 2" RIDGE BEAM 3-I6d box nails 2-I6d common FACE NAIL
BAGKDRAFT DAMPER. 6. A DOOR OPENING HAVING A THRESHOLD BELOW THE (3 Y2" x 0.135"); or (3%211 x 0.162")
ROOMS OTHER THAN 5L17EPING 40 P5F 7. EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A 2-I6d common 3-I6d box
0.0157 INCH-THICK RIGID METAL DUCTS, HAVING BULKHEAD ENCLOSURE WITH WELL5 BEING A MINIMUM (3 Y2" x 0.162") or END NAIL 2" PLANKS (PLANK BEAM- (3%211 x 0.13511); or AT EACH SEAL TOP OF DRYWALL TO TOP
SLF�PING ROOMS 30 P5F SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN CLEAR AREA OF q SQ.FT. AND A MINIMUM HORIZONTAL 3-"od box 25 FLOOR $ FLOOR) 2-I6d common BEARING, PLATE WITH GREAT STUFF
:1 (3" x 0.12811); or (3 Y" x 0.162") FACE NAIL - DRYWALL 6A5KET.
THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH OF 36 AS PER SECTION 310.2.3
3-3' x 0.131' Halls 3-I6d common _
5TAIR5 40 P5F 8. FLEXIBLE TRANSITION DUGT5 USED TO CONNECT THE WALL (3%211 x 0.162")
DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE 4-lod box SECOND FLOOR
LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET IN NOTE: WIND DESIGN PRESSURE FOR EXTERIOR WINDOWS, I6d common 24" O.G.
MINIMUM ROOF LIVE LOADS IN POUND5-FORGE PER 5QUARE STUD TO STUD (NOT AT BRACED (3Y211 x 0.162") FACE NAIL 26 BAND OR RIM J015T TO JOIST 0" x 0.128"); or
FOOT BF HORIZONTAL PROJEGTION LENGTH AND SHALL BE L15TED AND LABELED IN GLA55 DOORS AND ANCHORING PER 2020 RESIDENTIAL 8 4-3 x 0.131 nails END NAIL
WALL PANELS) IOd box (3" x 0.128")• 16" O.G.
ACCORDANCE WITH UL 2158A. CODE OF NEW YORK STATE SECTION RbOq or 3" x 0.131" nails FACE NAIL 4-3" x 14 go. staples,
PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE 8301.6 � SEAL BOTTOM OF DRYWALL TO
q. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 16d box (3 Y2" x 0.135"); or 12" O.G. .fb crown
CONSTRUCTION. I. EXTERIOR WINDOWS AND DOORS SHALL BE DE5IGNED STUD TO STUD AND ABUTTING 5TUD5 AT � 200 common SELECTED SIDING OVER 5UB-FLOOR WITH GREAT STUFF
TRIBUTARY LOADED 3 x 0.131 nail FACE NAIL
TO 81751ST THE DESIGN WIND LOADS SPECIFIED IN G INTERSECTING WALL CORNERS (AT - „ „ DRYWALL GASKET.
AREA IN SQUARE FEET FOR 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER BRAGED WALL PANELS) !bd common 16" O.G. (4 x O.Ig2 ); or AS FOLLOWS: 32 EXTERIOR GRADE PLYWOOD.
ANY STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE TABLE R301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT _ (3%211 x 0.162") FACE NAIL O.G. AT TOP AND
ROOF SLOPE TRANSITION DUCT FROM THE DRYER TO THE WALL OR AND EXPOSURE WITH TABLE R301.2(3). PER 2020 I6d common O.G. EArH
BOTTOM AND FILL VOID ABOVE TOP
0 TO 201 TO OVERROOF TERMINATION. RESIDENTIAL CODE OF NEW YORK STATE SECTION R301 BUILT UP HEADER (211 TO 2" HEADER (3 Y2" x 0.162")
EDGE FACE NAIL T 6C, D PLATE WITH CL05ED
200 600 600 11. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES 10 WITH Y2" SPACER) I6d box (3 Y2" x 0.135"); I2 O.G.-€ G lOd box 2 O.G. T CELL SPRAY FOAM AT
FLAT OR 815E LE55 THAN 4"PER FT. 20 16 12 NOT INCLUDE THE TRANSITION DUCT. EDGE FADE NAIL (3" x 0.128"); or TOP AND BOTTOM RIM JOIST. (R-21 MIN)
NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-8d box 3 x 0.131 nails 5TAG6B�DON
27 BUILT-UP GIRDERS AND BEAMS, 2 OPP051TE 510B
PER 2020 RESIDENTIAL CODE OF NEW YORK STATE (2 Y2 x 0.113 ); or „
RISE 4" PER FT. (I:3) TO LE55 16 14 12 NOTE: GIRDER SPANS FOR EXTERIOR WALLS SECTION R301.2.1.2 11 CONTINUOUS HEADER TO STUD 4-8d common TOE NAIL INCH LUMBER LAYERS 2 (R-13) GAM NI CELL _
THAN 12 " PER FT. 0:1) 2-2 SPRAY FOAM WITH R-13
PER R602.7.1 " „ „ „ UNFAGED BATT. _
(2 Y2" x 0.131"); or 2-200 common SEAL TOP OF DRYWALL TO TOP
RISE 12" PER FT. (1:1) AND WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS 43!00 box o x 0.128 (4 x O.la2 ); or FAGS NAIL AT = PLATE WITH GREAT STUFF
GREATER 12 12 12 HEADERS (2) 2x10 (2) 2x12 (3) 2x8 (3) 2x10 (3) 2x12 OF D S AND A MAXIMUM SPAN OF 8 FEET SHALL BE I6d common f611 O.G. ENDS AND AT INSULATION DRYWALL GASKET.
3�IOd box �� EACH SPLICE
MAXIMUM SUPPORTING: PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 12 TOP PLATE TO TOP PLATE (3 Y2" x (5" x) FACE NAIL 5 x 00.1 ); or F/RST FLOOR
ROOF ONLY 5'-q" 6'-1011 b'-I" 7'-311 8'-6" - AND TWO - STORY BUILDIN65. PANELS SHALL BE IOd box (3" x nails ); F O.G. 3-16 x 0.131" Halls
or 3" x 0.131" Halls FACE NAIL 4-I6d box SEAL BOTTOM OF DRYWALL TO
ALLOWABLE DEFLECTION OF STRUCTURAL MEMiBERS PRECUT AND LABELED WITH IT'5 LOCATION OF USE 8-I6d common SEAL 130TT WITH GREAT STUFF
PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE 8301.7 I STORY 4'-2" 4'-II" 41-5" 5-13" 61-211 WITH ATTACHMENT HARDWARE PROVIDED AS PER 2020 FACE NAIL ON (3 Y2 x 0.135 )• or
(3 Y2" x 0.162"); or EACH SIDE OF 3-I6d common DRYWALL 6A5KET.
STRUCTURAL MEMBER ALLOWABLE 2 STORIES 3-2 3-q 3-5 4-O 4-q RE51DENTIAL CODE OF NEW YORK STATE TABLE DOUBLE TOP PLATE SPLICE 12-I6d box LEDGER STRIP SUPPORTING JOISTS I :: AT EACH
END JOINT 28 (3/2 x 0.162 )
OR RAFTERS JOIST OR
L = SPAN LENGTH, DEFLECTION NOTES: R3012.1.2, OR SHALL BE DESIGNED TO RE515T THE (3 Y2" x 0.135")• or (MINIMUM 24" 4-I0d box FILL VOID ABOVE SILL
H = SPAN HEIGHT I: 13 12-10d box " " RAFTER FACE
I. HEADER REQUIRES 2 MIN. SOLID BEARING AT EACH COMPONENTS AND CLADDING LOADS DETERMINED IN LAP SPLICE (3 x 0.128"); or PLATE WITH CLOSED
RAFTERS HAVING SLOPES GREATER THAN END DOWN TO FLOOR OR BOTTOM PLATE. (311 x 0.128"); or LENGTH EACH 4-3 x 0.131" nails NAIL
3:12 WITH FINI5H17D CEILING NOT ATTACHED ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CELL SPRAY FOAM AT
L/I80 2. 1/2" XP5 FOAM SPACERS ARE USED WITH 2x CODE OF NEW YORK STATE. "2-3' x 0.131' nalT 15 SIDE OF END 2-IOd box (311 x 0.12811);or EACH END RIM J015T. (R-21 MIN.) i'
TO RAFTERS MEMBERS TO MATCH 2x4 OR 2x6 STUD WIDTH. JOINT) 2q BRIDGING TO JOIST 2380 common (2 x 0.131 TOE NAIL
INTERIOR WALL5 AND PARTITIONS H/180 DESCRIPTION OF NUMBER AND TYPE SPACING OF FASTENERS
NOTE: DWELLING-GARAGE FIRE SEPARATION I6d common 16" O.G. ITEM INTERMEDIATE
FLOORS L/360 PER 2020 RESIDENTIAL CODE OF NEW YORK STATE BOTTOM PLATE TO JOIST, RIM I :: BUILDING ELEMENTS OF FASTENER EDGES (IN) 2" MIN. CLOSED CELL SPRAY
(3/2 x 0.162 ) FACE NAIL SUPPORTS (IN.) FOAM AT FOUNDATION WALL.
SECTION 8302.6 14 J015T, BAND JOIST OR BLOCKING I6d box
CEILINGS WITH BRITTLE FINISHES (NOT AT BRACED WALL PANELS) I 1211 O.G. WOOD STRUCTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO
1./360 5 3-I6d box h'x0.131"x b 0.135 ) or FACE NAIL FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (SEE TABLE R602.3(3) BA5EMENT
(INCLUDING PLASTER AND STUCCO) SEPARATION MATERIAL -53oxnails FOR WOOD 5TRUGTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING)
CEILIN65 WITH FLEXIBLE FINISHES 3 EACH I6" O.G.
L/240 BOTTOM PLATE TO JOIST, RIM (3%211 x 0.13511); or FACE NAIL bd common (2" x 0.113")
(INCLUDING GYPSUM BOARD) FROM THE RESIDENCE AND ATTICS NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT 30 3/8" -Y2" nail (subfloor, wall) 6 12^f
15 JOIST, BAND J015T OR BLOCKING 2-I6d box 2 EAGH I6 O.G.
ALL OTHER STRUCTURAL MEMBERS L/240 APPLIED TO THE GARAGE SIDE (AT BRAGED WALL PANEL) I 8d common (2 Y2" x 0.13111)
(3,V x 0.162 )• or FAGE NAIL
Hall (roof)
4-3" x 0.131" nails 4 EAGH 16" O.G. t
EXTERIOR WALL5- WIND LOADS WITH L/360 FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LE55 THAN 5/8-INCH TYPE X GYPSUM BOARD FACE NAIL 31 1`1132 - I" 8d common (2 Y2" x 0.131") 6 12�f
PLASTER OR STUCCO FINISH OR EQUIVALENT 4-8d box nail -
(2 Ya" x O !13"); or loci common
EXTERIOR WALL5- WIND LOAD5 WITH . 0 x 0.148 ) nail; or 6
OTHER BRITTLE FIN15HE5 L/240 STRUCTURE(5) 5UPPORTIN6 FLOOR/CEILING ASSEMBLIES NOT LESS THAN I/2-INCH GYPSUM BOARD OR 3-116d box I 32 1 Ye11 - 1 )/41, 8d common (2,145" x 0.131") 12
USED FOR SEPARATION REQUIRED BY THI5 SECTION EQUIVALENT (3/2 x 0.155"); or deformed nail
EXTERIOR WALL5- WIND LOA05 WITH L/120 4-8d common TOE NAIL
FLEXIBLE FIN15HE5 GARAGES LOCATED LE55 THAN 3 FEET FROM NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT (2)/;2" x 0.1319; or OTHER WALL SHEATHING "g
A DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALL5 4-I0d box I Y2" galvanized roofing _
ALL OTHER STRUCTURAL MEMBERS L/b00 THAT ARE W 16 TOP OR BOTTOM PLATE TO STUD Y2
WITHIN THI5 AREA (3" x 0."28"); or ' 5TRUGTURAL nall, 11(611 head diameter, 3 6 NOTE: BUILDER/GENERAL CONTRACTOR SHALL DE516N /BUILD FULL
4-3" x 0.131" nails 33 GELLUL05IG FIBERBOARD or 1 4" staple 16 ga., or HOUSE VENTILATION TO ME=ET THE REQUIREMIENT5 OF THE iZE51DENTIAL
3-I6d box 5HEATHIN6 I" crown CODE OF NEW YORK STATE.
UNDER-5TAIR PROTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RATE (3 Y2" x 0.13511)• or 1 3/41' alvanized roofing
PER 2020 RE51DENTIAL CODE: OF NEW YORK STATE R302.7 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE R303.4 PER 2020 RE51DENTIAL GODS OF NEW YORK STATE M1505.4.3 2-I6d common 25/ 11 STRUCTURAL nail, X6" head diameter, NOTE: IT 15 THE RE5PON5161LITY OF THE BUILDER /GENERAL
(3 Y2" x 0.16211); or END NAIL 34 GELLUL051C FIBERBOARD or I " sta le 16 o., or I' 3 6
� p g CONTRACTOR TO ENGAGE IN THE SERVICES OF A HERS RATER TO
ENCLOSED SPACE UNDER STAIRS THAT 15 ACCESSED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOU5E MECHANICAL VENTILATION SYSTEM 3-Tod box SHEATHING crown PERFORM DOOR FAN TEST FOR AIR 5EALIN(6 AND MECHANICAL
BY A DOOR OR ACCE55 PANEL SHALL HAVE WALL5, UNIT 15 5 AIR CHANGE5 PER HOUR OR LE55 WHERE SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS (3" x 0.12811); or I Y2" galvanized roofing VENTILATION TO MEET THE REQUIREMENTS OF THE RE51DENTIAL CODE
3-3 x 0.131 nails p g T OF NEW YORK STATE.
UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 RATE IN CUBIC, FEET PER MINUTE _ (O.OI X TOTAL nail; staple alvanize ,
3-100 box 35 Y2" GYPSUM
ON THE ENCLOSED 51DE WITH I INCH IN.0 (50 PA) IN ACCORDANCE WITH SECTION 5QUARE FOOT AREA OF HOUSE) + [7.5 x(NUMBER OF I Y2" long; I Y4" screws,
/2 -INCH (12.7 MM) GYPSUM BOARD. N1102.4.1.2, THE DWELLING UNIT SHALL BE PROVIDED BEDROOMS + 1)1 TOP PLATES, LAPS AT CORNERS (3" x 0.12811); or SHEATHING D type W or 5
17 2-I6d common FACE NAIL 3 ::
WITH WHOLE-HOUSE MECHANICAL VENTILATION IN AND INTERSECTIONS 1 �: :: I /4 alvanized roofing
ACCORDANCE WITH SECTION MI505.4 (3/2 x 0.1629; or p g
3-3" x 0.151" nails 36 Hall; long;
; 1 galvanized, A/ S AL-/� 6 /
5/8 GYPSUM 13/e" long; 15/8" screws, � � 2000FICAL ��(
MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- 3-8d box 5HEATHING'b type W or 5
AND TWO-FAMILY DWELLINGS PER TABLE MI505.4.4 (2 Y2" x O.mmon mon or WOOD STRUCTURAL PANELS, COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING SC11�E=N.T.5.
2-8d common
AREA TO BE 18 I11 BRACE TO EACH STUD AND (2 721' x 0.131"); or FACE NAIL 6d deformed
VENTILATED VENTILATION RATES PLATE 2-10d box (2" x 0.120") nail; or
100 CFM INTERMITTENT OR 25 (3" x 0.128"); 03 37 3/4" and less 8d common 6 12 SEAL: REVISIONS/SUB
MISSIONS: DRAWING TITLE:
KITCHENS 2 staples at I / (2 Y2 x 0.131 1) Hall
GFM GOT O 5 3-8d box 8d common -"-.
DATE: DESCRPTICNt
BATHROOMS MECHANICAL EXHAUST CAPACITY (2 Y2" x 0.11311); or 38 (2 Y2" x 0.131") nail• or 6 12
CODE COMPLIA/YCL
TOILET ROOMS OF 50 GFM INTERMITTENT OR 20 2-8d common �/e - "�� 8d deformed
(2)1:2" x 0.131")• or FACE NAIL (2 Y2" x 0.12011) nail /yOT�/ & DLTAII
CFM CONTINUOUS Iq I:: X 6:: SHEATHING TO EACH 2-10d box loci common
BEARING
(3" x 0.12811); or (311 x 0.1489 nail; or CAD FILE NAME:
staples, I w
cron
3q 1 "
Yel' - 1 )411 e orme 6 12 `
a., 13/4" Ion 2 Yx 0.120") nail
- 3333 -- - - - --- - 2002_U2
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SILVERMAN ARCHITECTS P.C. DORO,�'KI RF�•IDENCE
".. .the business of ARCHITECTURE." 04/19/2021 20_2002
- --- -- - - - --
_...... _
�.. T 8�0 MON,/'ELL L�N�.
--..._ .................._ ... _............_............ ....... .._..........__. _.... _..._____...___ ___..__.._.. ......_...... EL� _..__.._..._........_. _._..---_.._..---......___..._-_ - ______.__._- 3333- --- _-- 3333_______ _._..._._......._ _...-333333 33--...-- SCALE: DRAWING NO.:
-
CUTCI�OGU Y 11935
E /1
160 MAIN STREET, SUITE 200 _.. .____ ._0____G______-.. Af NOTED
SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2129 WWW.ns-arch.comCOPYRIGHT 2021 NEMSCHCK SILVERMAN ARCHITECTS P.C. 1000 97 .8 26 /`iM Cf 21
SITE AND ZONING DATA
ZONING REQUIREMENTS R-40 EXISTING CONDITIONS PROPOSED CONSTRUCTION
AS PER 100-244
LOT AREA MAX 20,0005.F. 42,870 5.17. NO CHANGE
FRONT YARD SETBACK 35.0 FT 50.0 FT NO CHANGE
REAR YARD SETBACK 35.0 FT q7.2 FT NO CHANGE
NO CHANGE
T
SIDE AL m BOH SIDES 25.0 FT 146.3 FT NO CHANGE
MAX.GROSS FLOOR ARE,4 20% 3,102.2 5F q.1 % NO CHANGE
\ MAXIMUM HEIGHT 35.0' FT Iq5 FT 22.q' FT
\ THERE ARE NO GRADE CHANGES, FILLING, AND/OR CLEARING DONE TO THIS PROPERTY
I
I \ PROPOSED 2N17
-- \ 666 HOM5 A=1 TION
to
i
t�ROPose� rwo
I \�h�`�► , STORY HOMF ADD/7/ON
5X/5r/NG 6ARA65 ^� \ 5� - FX/5r/NG ON5
(70 )R5MA/N) \ STORY R55/175AICE
(TO R5MA/V
'1
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FX/57/NG C-ARAGE (TO R�M�IN�
(r0 RFMA/A0 /
ol 271'
EXI5TW5
P "o,
C)
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\
SCALE _ l" = 20'--O"
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
- DATE: DESCRIPTION:
" PROPOJ'ED PLOT PLA/l
CAD FILE NAME:
. PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SILVERMAN ARCHITECTS P.C. '
the business of ARCHITECTURE." A DLN
OROfKI RUIDCE 04/19/2021 20_2002
".. .
_._ _.. --.._._. ._._ __..... _.... __ _..__.._...�_......_.__ _... .___....CUTC-
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TCHOGU Y 11935
f NOT
_— ---
_ 160 MAIN STREET, SUITE 200
SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2129 WWW.ns-arch.com ®COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCMTECTS P.C. 1000 97 8 26 /`IM
I
2 EXISTING WALL TO REMAIN.
A-5 A-5
NEW WALL.
EXI5TIN6 NEW 8" POURED GONG. EXI5TIN6 DOOR TO REMAIN.
FOUNDATION WALL W/(1)
#5 BAR WITHIN 12" OF TOP
AND BOTTOM OF WALL. NEW DOOR.
WITH 10" X 16" POURED
t; q; GONG. FOOTIN6 WITH (2)
_T I_Z_ -7 P-TF -
#5 REBAR GONTINUOU5 GOMBINATION SMOKE AND
EE
f CARBON MONOXIDE DETECTOR,
— — — — — '_j WIRED TO HOUSE GURRENT WITH
BATTERY BACKUP. AS PER
lolq_il STEP FOOTING MAX 2:1 NY5RG R515 AND NFPA72.
® GORNER HOLD DOWN.
I. A51DE FROM ALL NOTES ON TH15 PLAN GONTRAGTOR 15
RESPONSIBLE FOR THOROU6H REVIEW AND APPLIGATION OF
NEW 2" x 10" FLOOR ALL INFORMATION CONTAINED IN 6ENERAL NOTES.
JOIST5 0 16" O.G.
2. GONTRAGTOR TO PROVIDE 5UFFIGIENT 5TRUGTURAL
SUPPORT d GONNEGTION 4 GONNEGTION5 THROUGHOUT THE
Z EXISTING PROJECT.
o
�X 5LAB ON 6R>4DE 3. GONTRAGTOR TO GOORDINATE WORK WITH ALL THE TRADES
Q PROF. Q 4. ALL DIMENSIONS ON THESE DRANIN55 ARE FINISHED
UNVENTED DIMENSIONS.
p GRAM Q 5. HOLD ALL AN6ULAR AND EXTERIOR DIMENSIONS.
SPACE
N N 6. GONTRAGTOR TO NOTIFY ARGHITEGT OF ANY D15GREPANGIE5
XX EXISTING OR UNGERTAINTIE5 ON THESE DRANIN65 IMMEDIATELY.
N 2" RAT SLAB OVER
CONTINUOUS GLA55 I VAPGRN CELLAR T A51DE FROM WHAT HAS BEEN INDIGATED ON THE PRANIN65
RETARDER. JOINTS OF THE GONTRAGTOR TO PROVIDE ANY ADDITIONAL SMOKE AND/OR
VAPOR RETARDER SHALL GARBON MONOXIDE DETEGTOR5 AGGORDIN6 TO GORE.
OVERLAP BY 6" AND SHALL
BE SEALED OR TAPED. THE 8. PROVIDE ANCHOR BOLTS A5 PER 2020 RE51DENTIAL GODE
E06E5 OF THE VAPOR OF NEW YORK STATE 5EGTION R403.1.6. A5 NOTED ON SHEET
RETARDER SHALL EXTEND G5-2.
NOT LE55 THAN 6 INGHE5 U
p ® p THE STEM WALL AND SHALL
BE ATTACHED AND 5EALE
THE STEM WALL OR
IN �
INSULATION
PIN EXISTING FOUND. TO NEW W/ I
#5 REBAR 1@ 16" O.G. VERT. I I d
GROUT SOLID W/ EPDXY GROUT `r 11L; A5 PER 5EGTION R408.3 VENTILATION OPENIN65 IN
(TYP. 4 LOGATIONS) — —i— — UNDER-FLOOR 5PAGE5 5PEGIFIED IN 5EGTION5 R408.1
AND R408.2 SHALL NOT BE REQUIRED WHERE THE
FOLLONIN6 ITEMS ARE PROVIDED.
STEP FOOTING MAX 2:1
21'-5" 10'-6" ol I. EXP05ED EARTH 15 GOVERED WITH A GONTINUOU5
GLA55 I VAPOR RETARDER.
EXISTING NEW 2. JOINTS OF THE VAPOR RETARDER SHALL
OVERLAP BY 6 INGHE5 (152MM) AND SHALL BE
SEALED OR TAPED.
3. TPE E06E5 OF THE VAPOR RETARDER SHALL
EXTEND NOT LE55 THAN 6 INGHE5 (152MM) UP THE
STEM WALL AND SHALL BE ATTAGHED AND
SEALED TO THE STEM WALL OR INSULATION.
k
N
2 EX. DECK
�1
(:D
SCALE = 1/4„ _ P-0"
SEAL: " ==" REVISIONS/SUBMISSIONS: DRAWING TITLE:
` DATE: DESCRIPTION:
PROPOYED COLLAR FLOOR PLAN
CAD FILE NAME:
2002A-0
PROJECT TITLE: DATE: NSA PROJECT #:
EMSCHICK %SILVERMAN RCHITECTS P.C.
DOROM RU DCNCE 04/19/2021 20_2002
850 the business of ARCHITECTURE."
_�. — -- �_ T — _....-- -. _...----- -CE
-- --- ---- - --..__ - --- -
ItACOOGULL LA/Irl
SCALE: DRAWING NO:
_ CUT L, 55
JL160 MAIN STREET, SUITE 200 __.___...._... _.._. - .__ _.... _.__ __
YVILLE, NEWYORK 11782DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
«...one : 631 563 2130 Fax : 631 563 2129 www.ns-arch.com a COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 97 8 26 NM
I 2
EXI5TIN6 WALL TO REMAIN.
- EXISTING NEW - - - - - -
EXI5TIN6 WALL TO BE REMOVED.
q'-4" 8'-8" 2'-4" NEW WALL.
EXISTING DOOR TO REMAIN.
EX. WINDOW TO REMAIN EX. WINDOW TO REMAIN NEW GW155 WIN.
MO - o _ - - - __ - - - - - -- - -
11 n NEW DOOR.
(3) 2x8 HDR
OEGOMBINATION SMOKE AND
lo n nnlo ---- --- CARBON MONOXIDE DETEGTOR,
28'-V" dl"�
5/GO WIRED TO HOUSE GURRENT WITH
-' BATTERY BACKUP. A5 PER
v
_ o �� v ? o NY5RG P313 AND NFPA72.
o X PRC '�j z �I EXISTING
La - w u7 — OL E X 1 ST I NG 11( ® CORNER HOLD DOWN.
LU o BEDROOM o N o BEDROOM
o R X EX. MASTER
BATH o BEDROOM
EXISTING i
I. A51DE FROM ALL NOTES ON TH15 PLAN GONTRAGTOR 15
tv o 2 GAR &ARA&&= RE5PON51BLE FOR THOROUGH REVIEW AND APPLICATION OF
N O m ® ALL INFORMATION CONTAINED IN GENERAL NOTES.
X - 2. GONTRACTOR TO PROVIDE 5UFFIGIENT 5TRUGTURAL
W SUPPORT 4 GONNEGTION 3 GONNEGTION5 THROUGHOUT THE
K o EX.
►� NEW P.G. 5TEP5 m —— — PROJECT.
LU
HALL —— � 3. GONTRAGTOR TO GOORDINATE WORK WITH ALL THE TRADES
o NEW " TYPE X 6YP. 0-
BOARD ON CEILING NEW 2865 HR EX. { I 4. ALL DIMEN51ON5 ON THE5E DRAWINGS ARE FIN15HED
r. __) --I DIMENSIONS.
FIRE RATED D BATH
W/SELF GL051 0 0 0
SPRING HINGE O G • EX. CLO. EX. CLO. l 5. HOLD ALL ANGULAR AND EXTERIOR DIMENSIONS.
0 6. GONTRAGTOR TO NOTIFY ARGHITEGT OF N
(3) JACK STUDS AT EACH END II II NEN ANY DISGREPANGlES
OR UNGERTAINTIE5 ON THE5E DRAWINGS IMMEDIATELY.
ENTRY EX.
m BATH 7. ASIDE FROM WHAT HA5 BEEN INDIGATED ON THE DRAWINGS
cit I I D 1 I GONTRAGTOR TO PROVIDE ANY ADDITIONAL 5MOKE AND/OR
NEW 1(9' x 8 6P�R/�6E DOOR GARBON MONOXIDE DETEGTOR5 ACGORDIN6 TO GODE.
En imI
- — 8. PROVIDE ANGHOR BOLT5 A5 PER 2020 RE51DENTIAL GODE
(3) 14" x 16" 2.OE LVL HDR __-
_ OF NEW YORK STATE 5EGTION R403.1.6. A5 NOTED ON SHEET
7'-O" 16'-0" 6'-5" z
[k
D Z ED Q
►E (3) 2°xlO" HDR I EXISTING EXISTING
I0'-6" DINING LIVING
EXI5TINC2 I I , G� NEW I —_ ROOM ROOM Ij ij
EXI S T I NCS
I ! ! ITGHEN
vv+ o
z EXISTING
SUNROOM ij II
I' I
I`
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I .
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II jl �
SCALE = 1/4" _ P-O" I I
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II
EX15T. PLANTER
L SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRIPTION:
PROPOJED UT FLOOR PLA/l
`i
CAD FILE NAME:
2002A-1
NEMSCHICK SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
the business of ARCHITECTURE." DOROYKI RUIPUICE 04/19/2021 20_2002
...
_. —. 0- y-
_.. _ ..._._. _. _ - ._._ _.... - _._. ------ -....... __ —_ -- ----- — -- --.... - --
..._ .. _.... _ _. ...._.... Y 11935CALE. RAWING NO..
-
850
.... .--... _. _ S DI IF
CUTCHOGUE N160 MAIN STREET, SUITE 200 ._.._..__..._____......._ _....._.. _ _ __..._..-------...____.._......_...... -.-.---...... _ ...____. _. ..__._._.... ____
---_. _.._.._. J OTED
SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A- 1
Phone : 631 563 2130 Fax : 631 563 2129 www.ns-arch.com COPYRIGHT 2021 NEMSCHCK SILVERMAN ARC4TECTS P.C. 1000 97 8 26 /yM
EXI5TIN6 WALL TO REMAIN.
A-5
30'-0" NEW WALL.
EXISTING DOOR TO REMAIN.
I2'-0" 8'-8" 2
A-5
NEW DOOR.
NEW (2) DH283Q WIN. NEW (2) DH283q WIN. CARRE30NMONOXIDE TECTOR,
5/GO WIRED TO HOU5E CURRENT WITH
NE (3) 2"x8" HEADER NEW (3) 2"x8" HERDER BATTERRY33AAND N PAPER
20'-10" � CORNER HOLD DOWN.
d I 28'-10" I Nc�o � �
o �
I o I
Q oZ L — — — — I. A51DE FROM ALL NOTES ON Tf 15 PLAN CONTRACTOR 15
® RE5PON51BLE FOR THOROUGH REVIEW AND APPLICATION OF
-, 3'-O" ALL INFORMATION CONTAINED IN GENERAL NOTES.
LOFT vo v 2. CONTRACTOR TO PROVIDE 5UFFIGIENT 5TRUGTURAL
NEW 2"x 12"RIDGE BD. (N o NEW 2"x 12"RID6E BD.
SUPPORT CONNECTION d CONNECTIONS THROUGHOUT THE
v o _
o -
PROJECT.
ti
O 3. CONTRACTOR TO COORDINATE WORK WITH ALL THE TRADE5
Z w
W O m 4. ALL DIMEN51ON5 ON THESE DRAWINGS ARE FIN15HED
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- - - - - - - - - - - - - - - - -- - - - - - -
5/Go -f. A51DE FROM WHAT HA5 BEEN INDICATED ON THE DRAWINGS
CN CONTRACTOR TO PROVIDE ANY ADDITIONAL 5MOKE AND/OR
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SEAL: _.� REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRIPTION:
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1
CAD FILE NAME:
_ - -
2002A-2
PROJECT TITLE: DATE: [NSPROJECT #:
NEMSCHICK SILVERMAIN RCHITECTS P.C.
DOROfKI RUIPL 'ICE 04/19/2021 20_2002
the business of ARCHITECTURE."
_ ..... .............
..........
SCALE: WING NO
CUTCH OGU�, NY 11935
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PROP05ED ADDITION OVER EXI5TING GARAGE PROP05ED ADDITION EXI5TINCG
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- - - - - - - - - - - - - - - - - - - - - - - - -
EXI5TING PROP05ED ADDITION PROP05ED ADDITION OVER EXI5TINCG GARAGE
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FILE NAME:
2002A-5
NEMSCHICK SILVERMAN
PROJECT TITLE: DATE: NSA PROJECT *:
ARCHITECTS P.C. DORO-/'KI R�/'IDE/�ICE 04/19/2021 20 2002
the business of ARCHITECTURE."
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PROP05ED ADDITION OVER EX15TIN6 GARAGE PROPOSED ADDITIONEX15TIN6
(AN TOP OF RIDGE
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SCALE = 114' '-O' SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
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CAD FILE NAME:
2002A-4
PROJECT TITLE: DATE: NSA PROJECT
NEMSCHICK SILVERMANARCHITECTS P.C. POROVNI R�/IPEicE 04/19/2021 20 2002
the business of ARCHITECTURE." 850 MO�J-fr-LL Wif ----
.......... .. ........................... ....- ....................... .................... SCALE: DRAWING NO.:
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160 MAIN STREET, SUITE 200 A
SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-
Phone : 631 563 2130 Fax : 631 563 2129 www.ns-arch.com 0 COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 97 8 26
GONTINUOU5 RI06E VENT
HURRIGANE 5TRAPPIN6 A5 PER 5HEET A-6
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AND �" 6YP. BOARD GEILIN6
GEILIN6 A55EMBLY:
R-38G BATT IN5ULATION BETWEEN GEILIN6
J015T5 WITH R-I3 BATT IN5ULATION
PERPENDIGULAR OVER JOI5T5
TOP OF RIDGE
IGE AND WATER SHIELD TO 2'-O"
IN51DE OF ALL EXTERIOR WALL5 21011 21011
HURRIGANE 5TRAPPIN6 A5
PER 5HEET A-6
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IN51DE OF ALL EXTERIOR WALL5
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10" X 160" POURED GONG. FOOTING
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SEALED TO THE STEM WALL OR IN5ULATION
56ALE = I/4" = P-O"
_
CAD FILE NAME:
2002 A-5
I�IEMSCHICK �SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #:
DOROM RUIP"CL 04/19/2021 20_2002
". ..the business of ARCHITECTURE."
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Phone : 631 563 2130 Fax : 631 563 2129 www.ns-arch.com COPYRIGHT 2021 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 97 8 26 /`IM
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Phone : 631 563 2130 Fax : 631 563 2129 www.ns-arch.com c�COPYRIGHT 2021 NEMSCMCK SILVERMAN ARCHITECTS P.C. 1000 97 8 26 /`m