HomeMy WebLinkAbout41853-Z �O�pgHF� y. Town of Southold 7/24/2023
P.O.Box 1179
y rft
53095 Main Rd
yea ao� � Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44340 Date: 7/22/2023
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 5825 Westphalia Rd.,Mattituck
SCTM#: 473889 Sec/Block/Lot: 113.42-2.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/27/2017 pursuant to which Building Permit No. 41853 dated 8/2/2017
was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
additions and alterations to existing single family dwelling as applied for.
The certificate is issued to McHale,James&Ann Marie
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41853 2/20/2018
PLUMBERS CERTIFICATION DATED 7/2'1/2023 a s McHal
Au ori e Signature
�gr—'= TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
"o • 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#: 41853 Date: 8/2/2017
Permission is hereby granted to:
McHale, James
7 Suffolk Rd
Massapequa, NY 11758
To: construct additions and alterations to existing single family dwelling as applied for.
At premises located at:
5825 Westphalia Rd., Mattituck
SCTM # 473889
Sec/Block/Lot# 113.-12-2.1
Pursuant to application dated 7/27/2017 and approved by the Building Inspector.
To expire on 2/1/2019.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $721.60
CO -ADDITION TO DWELLING $50.00
Tota : $771.60
CD
Building Inspector
r
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all'property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy-is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. (Ott
New Construction: Old or Pre-existing Buill�diiIng: ✓ (check one)
Location of Property: 5�2� (mak'f? 1C 1(a 120 A�
House No�.� �SJtreet Hamlet
Owner or Owners.of Property: �J /? I Gr ae- ��/cG
Suffolk County Tax Map No 1000, Section 1 (?J Block !i Lot
Subdivision G Filed Map. Lot:
Permit No. ✓ Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary C ificate Final Certificate: (check one)
Fee Submitted: $ -
Applicant Signature
. r SO(/r�ol
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Town Hall Annex Telephone(631)765-1802
54375 Main Road y Fax(631)765-9502
P.O.Box 1179 �Q roper.richertR-town.southoId.ny.us
Southold,NY 11971-0959 Q
�yCDUNTI,N
BUELDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: McHale
Address: 5825 Westphalia Road city,Mattituck st: New York zip: 11952
Building Permit#: 41853 Section: 113 Block: 12 Lot: 2.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Arena Electric License No: 414420-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor X Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 18 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks
Disconnect Switches 4 Twist Lock Exit Fixtures TVSS
Other Equipment: 1- Combination Smoke/ CO Detector.
Notes:
Inspector Signature: Date: February 20, 2018
0-Cert Electrical Compliance Form.xls
Town Hall Annex � � Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 �y
v'IC� �.
BUILDING DEPARTMENT
D)
TOWN OF SOUTHOLD J U L 2 1 2023
Bq 1UH,DINGgDEy�IPT.
rp�O7�,
3N '. TF �,C'D+�Il'e�1
CE.R.TIFLCATION
Date: -7 ,a
Building Permit No.
Owner:- -T �G�
(Please print)
Plumber:
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
(PIumbers Signature)
Sworn to before me this
day of"i 20 a�
CONNIE D,BUNCH
Notary Public,State of
w York
No. 01BU6185050
Qualified in Suffolk County
Commission Expires April 14,2 L
-- f
Notary Public, County
OE SOUL
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[V FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[%e�FRAMI G / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE / I INSPECTOR
pF SOUryolo
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
OF SOUTyolo
cOUNi'{,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMI STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
pF SOUlyolo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ NAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINql� L)
MARKS: 0000,
tK
Wn�InX CAWI'*VDt4
DATE 1 Y INSPECTOR (Lot-,)
OF SOUly��
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST)
------------------------------------
O
FOUNDATION(2ND)
��tb t'�1' o� �✓ � �l OK � o
r i
ROUGH FRAMING& 114
PLUMBING
�r
INSULATION PER N.Y-. H
STATE ENERGY CODE
K- � C*oP:,lrmqo,u'
Q OK
FINAL
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ADDITIONAL CO MENTS
C Com,
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL. Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631)765-950 o �I � (�j Survey
Southoldtownny.gov PERMIT NO. b Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examin 20 Single&Separate
Truss Identification Form
DStorm-Water Assessment Form
Contact: 1rc11%(eJ
Approved _ ,20 D JUL7 2017 tvt�il-te: Od--Wdse BJP 1
Disapproved a/c Ina
AD n 6,1w AVQf►�4Y�rd Phone:0,31r 7AD., 12 oz 1(143
Expiration 20�� or
APPLICATION FOR BUILDING PERMIT
Date , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
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,or 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 for necessary inspections.
k&_& --
(Sign a of Applicant or name,if corporation)
2_� �J,,�
Mai mg address of a plicant)
�. Tkck_ /U J(9 S7)--
State whether applicant is owner,lessee,agent, architect, engineer,general contractor,electrician,plumber or builder
dW�Rr
Name of owner of premises75m i m f. An r) t1arte l G
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location c of land on which proposed work will be done: Nl q5
v
House Number treet Hamlet
County Tax Map No. 1000 Section < <3 Block Z Lot S.
Subdivision Filed Map No. Lot
a '
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 42SICknc ,
'b. Intended use and occupancy2S1
3. Nature of work(check which applicable):New Building Addition ?t� Alterations_
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 25,000 Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units ( Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N(14
7. Dimensions of existing structures, if any: Front 77•S'i rr t Rear72.S- l� Depth e-1
Height 2S T_ Number of Stories Z
Dimensions of same structure with alterations or additions: Front 72.5, (_rre g Rear L.s'I rrr
Depth 27' I f f#41 Height 2S'v4'/- Number of Stories 2 71
8. Dimensions of entire new construction: Front Rear Depth 7 5
Height Cl Number of Stories 1
9. Size of lot: Front 100 Rear100 Depth_
10. Date of Purchase Name of Former Owner cam=
11. Zone or use district in which premises are situated. -4.0 RL'5(CQAA CO-
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO-Nr--
13. Will lot be re-graded?YES NO,,W—Will excess fill be removed from premises?YES NO_�'
� ��s,,� %ZS W&St�1(A J&
14.Names of Owner of remisesdIM 11 AddressM�ru� A'Y111!Ehone No.J�JP "601-0,77-2/
Name of Architect n mak- aRye!' Address lPo v"`%one No 09r-7;ZcQ.1262
Name of Contractor Address hone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO>'e-'
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO__�e
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines. ✓
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO__�c
* IF YES,PROVIDE A COPY,
STATE OF NEW YORK)
SS:
COUNTY OF ,
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual 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&&Qf"knowledge and belief;and that the work will be
performed in the manner set forth in the application 4%& tl1 i&ste of New York
No.OIGI6191466
Qualify Io Nassau County
Sworn to bef a me this Expires August 18,20).D
ay of 20z7) I AAR—, ov dllil� Al—�IN4U'A,4&�
No6q Public Signature of Applicant
CONSENT TO INSPECTION
c G1n CA 0-L ,the undersigned, do(es)hereby state:
Owner(s)Name(s)
That the undersigned(is) (are)the ownef(s) ofthe premises in the Town of
Southold, located at .?1,S— tiW-afi/�k � )ZA • k&A7IF-pa /<
which is shown and designated on the Suffolk County Tax Map as District 1000,
Section `3 ,Block 1Z ,Lot 2-.
That the undersigned.(has) (have) filed, or cause to be filed, an application in the
Southold Town Building Inspector's Office for the following: 15 y t Ids(19► ��r�14-
GA do a a 4 fru J u n
Coo Ch
That the undersigned do(es)hereby give consent to the Building Inspectors of the
Town of Southold to enter upon the above described property, including any and all
buildings located thereon,to conduct such inspections as they may deem necessary with
respect to the aforesaid application, including inspections to determine that said premises
comply with all of the laws, ordinances,rules and regulations of the Town of Southold.
The undersigned, in consenting to such inspections, do(es) so with-the knowledge
and understanding that any information obtained in the conduct of such inspections may
be used in'subsequent prosecutions for violations of the laws, ordinances,rules or
regulations of the Town of Southold.
Dated: —1/c
(Signature)
atav_ij C
Oprih_ a`
gn ture)
(Print Name)
i'
Town Hall Annex Jd Telephone(631)765-1802
54375 Main Road �,a.e(631}7659g5 I
P.O.Box 1179 Gn `, Q. ro}7O dthOrtl: ow soutrlo ny us
Southold,NY 11971-0959
Con �; • ,
BUULDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION:
REQUESTED BY'. Date:
Company Name:
Name:
License No.:
Address: Q
Phone No.: 'Z.. -
JOBSITE INFORMATION: (*Indicates required information)
*Name: CAUL' C"
*Address: '?Tk ti Pe S tD- f Ct,
*Cross Street: (' (� eE _
*Phone No.:
J r '
Permit No.:
Tax-Map District: 1000 Section: Block: - Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
rC r•i V` 1
(Please Circle All That Apply)
*Is job ready for inspection: YES NO. Rough In Final
*Do-you need a Temp Certificate: YES! NO
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect, Underground Number of Meters Change of Service Overhead "
Additional Information: PAYMENT DUE WITH APPLICATION
a'A
\�
.82=Request for inspection Form 1
Scott A. Russell ,��°su p$ STOR IMMIWAT]E ]-
SUPERVISOR MANAGEMENT
T
SOUTHOLD TOWN HALL-P.O.Box 1179 �
53095 Main Road-SOUTHOLD,NEW YORK 11971 y� Town of Southold
A ��01�
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOFES n11S PROJECT INVOLVE ANY OF THE FOLLOWING:
NG:
Yes No (CHECK ALL THAT APPLY)
❑� A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑[ ] C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑`P E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑� F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date:
District
NAME:
mwe Section Block Lot
FOR BUILDING DEPARTMENT USE ONLY****
Contact Information
rrd.anK u"mbKi
Reviewed By:
Date: =e 011-
Property Address / Location of Construction Work: — — - - - - - - - -
- - - - - - -
7-a7
Approved for processing Building Permit.
-52,?-5 UgjtPho-r i ct � Stormwater Management Control Plan Not Required.
IW a-FhfvGfL r( i i'7c/� i
ElStormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
ff F#)01
t ' t`� ,�
�g
Town Hall Annex ,� ,;�� �', <, Telephone(631)765-1802
54375 Main Road P: Fax(631)765-9502
P.O. Box 1179 k
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner: i in
Location of Property: 5°v 2 G 'Roc ,
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
r/ Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submitting this form):
Capacity(check applicable line):
✓ Owner
Owner representative
TrussRegl5.doex Effective 1/1/2015
pF SOUjyol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 •
Southold,NY 11971-0959 �OlyCOU ,`� �
BUILDING DEPARTMENT
June 29, 2023 TOWN OF SOUTHOLD
James McHale
7 Suffolk Road
Massapequa, New York 11758
RE: 5825 Westphalia Road, Mattituck
TO WHOM IT CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Chapter 236, Soil stabilization required.
Electrical Underwriters Certificate.
L _Final Inspection by the Building Inspector (631-765-1802)
7—j f Plumbers Solder Certificate or Pex Affidavit
Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Storm Shutters required for all glazing
Energy Test Results and Manuals J & S are required.
Final elevation certificate from surveyor.
Spray Foam Insulation Certification from a NYS licensed architect or
Engineer
Placard required.
BUILDING PERMIT: 41853-Z addition/alteration to dwelling-
SURVEY OF PROPERTY
SITUATE
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 10.00- 113- 12-2. 1
SCALE 1 "=20'
JUNE 17, 2015 ` .
AREA = 19,952 sq. ft. .
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vVdPU .Y.S. Lic. No. 50467 Spm RPI FGoNC MON• °O J' O
�__.s• Cx
5 ,5 BDIy1Si0NAg'BOg
Nathan Taft Corwin 'I' UNAUTHORIZED ALTERATION OR ADDITION SU IT A GF E C`ERK No g853
TO THIS SURVEY IS A VIOLATION OF i ri
SECTION 7209 OF THE NEW YORK STATE gLtI
EDUCATION LAW. i Y� of TH 9 AS
Land Surveyor jHE off, As,
COPIES FTHIS SURVEY
THE LANDSURVEYOR SARING
NKED SEAL OMAP NOT R
f1�E� SEPtEMB
EMBOSSED SEAL SHALL NOT BE CONSIDERED oN
TO BE A VALID TRUE COPY.
Successor To: Stanley J. Isaksen, Jr. L.S.
Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
Title Surveys — Subdivisions — Site Plans — Construction Layout IS LEREPAREDCOMPANY AND
GOVERN HIS
BEHALF
TO THE
AND
LENDING INSTITUTION LISTED HEREON, AND
PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI—
OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS
Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
REScheck Software Version 4.6.4
Compliance Certificate
Project Mchale residence
Energy Code: 2015 IECC
Location: Mattituck, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5331 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
5825 Westphalia Drive
Mattituck, NY
Compliance: 0.6%Better Than Code Maximum UA: 157 Your UA: 156 Maximum SHGC: 0.40 Your SHGC: 0.29
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Gross Area
Cavity Cont.
Perimeter
Ceiling 1: Flat Ceiling or Scissor Truss 617 25.0 0.0 0.040 25
Ceiling 2: Cathedral Ceiling 322 25.0 0.0 0.041 13
Wall 1:Wood Frame, 16"D.C. 712 15.0 3.0 0.061 34
Window 1:Wood Frame:Double Pane with Low-E 80 0.290 23
SHGC: 0.29
Door 1: Glass 80 0.290 23
SHGC: 0.29
Wall 2:Wood Frame, 16" D.C. 236 15.0 3.0 0.061 14
Window 2: Wood Frame:Double Pane with Low-E 4 0.290 1
SHGC: 0.29
Floor 1:All-Wood joist/Truss:Over Unconditioned Space 617 25.0 0.0 0.038 23
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 2015 IECC requirements in
REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Notes:
Energy comps for altered den and sitting room only.
I ,
Project Title: Mchale residence Report date: 07/26/17
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CREScheck Software Version 4.6.4
�(J Inspection Checklist
Energy Code: 2015 IECC
Requirements: 34.0% 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 ;Location on plans/spec:a-
103.2 ;documentation demonstrate ( PDoes Not '4
[PR111 energy code compliance for the i,
jbuilding envelope.Thermal ; ;❑Not Observable j
envelope represented on i ;❑Not Applicable
construction documents.
103.1, :Construction drawings and ; ;❑Complies
103.2, documentation demonstrate ! {❑Does Not
403.7 !energy code compliance for I
[PR3]1 ;lighting and mechanical systems. ; ❑Not Observable
Systems serving multiple i ;❑Not Applicable
dwelling units must demonstrate i
compliance with the IECC
Commercial Provisions.
302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies
403.7 i sized per ACCA Manual S based ; Btu/hr Btu/hr '❑Does Not
[PR2]2 on loads calculated per RCCA Cooling: Cooling: :❑Not Observable
Manual J or other methods Btu/hr Btu/hr
approved by the code official. ; ;❑Not Applicable
. y ;
;
Additional Comments/Assumptions:
1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 Low Impact(Tier 3)
Project Title: Mchale residence Report date: 07/26/17
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J
a
Section
# Foundation Inspection Complies? Comments/As'sumptions
& Req.ID
303.2.1 ;A protective covering is installed to ❑Complies !Exception: Requirement is not applicable.
[F011]2 1 protect exposed exterior insulation ❑Does Not
I and extends a minimum of 6 in.below
6 ;❑Not Observable:
grade. ❑Not Applicable
403.9 f Snow-and ice-melting system controls ❑Complies
[FO12]2 installed. :❑Does Not
I ,
04' ❑Not Observable;
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Mchale residence Report date: 07/26/17
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Section Plans'Verifled . Field Verified_
# Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions
&"Req.ID
402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies
402.3.1, average). ;❑Does Not table for values.
402.3.3,
402.3.6, ;❑Not Observable
402.5 '•❑Not Applicable
[FR2]1
303.1.3 ;U-factors of fenestration products; UComplies Requirement will be met.
[FR4]1 !are determined in accordance ! )❑Does Not
!with the NFRC test procedure or ; !❑Not Observable j
taken from the default table. '
i �❑Not Applicable
402.4.1.1 ;Air barrier and thermal barrier j❑Complies ;Requirement will be met.
[FR23]1 ;installed per manufacturer's ;❑Does Not
instructions. Location on plans/spec: a-
❑Not Observable 4
I i❑Not Applicable
402.4.3 ;Fenestration that is not site built ;❑Complies Requirement will be met.
[FR20]1 is listed and labeled as meeting 1❑Does Not
AAMA/WDMA/CSA 101/I.S.2/A440! i
or has infiltration rates per NFRC ' ,❑Not Observable
400 that do not exceed code i ;❑Not Applicable
limits. I
402.4.5 ;IC-rated recessed lighting fixtures; j❑Complies ;Requirement will be met.
[FR16]2. I sealed at housing/interior finish i ❑Does Not
land labeled to indicate:52.0 cfm } !Location on plans/spec:a-
leakage at 75 Pa. ! ❑Not Observable 2
i❑Not Applicable
403.2.1 ;Supply and return ducts in attics 1 i❑Complies
[FR12]1 ;insulated >= R-8 where duct is L❑Does Not
>= 3 inches in diameter and >=
-]Not Observable
R-6 where<3 inches.Supply and
return ducts in other portions of 'it
Not Applicable
.the building insulated>= R-6 for 3
j diameter>=3 inches and R-4.2
;for<3 inches in diameter.
403'.3.3.5 Building cavities are not used as ;❑Complies
[FR15]3 ducts or plenums. E❑Does Not
❑Not Observable
i I❑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-
❑Not Observable
f 3. +❑Not Applicable
403.4.1 Protection of insulation on HVAC i ;❑Complies
[FR24]1 piping. , UDoes Not
L �❑Not Observable
? 1❑Not Applicable
403.5.3 Hot water pipes are insulated to .I R- R- ;❑Complies
[FR18]2 >_R-3. :❑Does Not
0 j ![-]Not Observable
J
1❑Not Applicable
403.6 'Automatic or gravity dampers are j `❑Complies Requirement will be met.
[FR19]2 installed on all outdoor air ! tDoes Not
i intakes and exhausts. t I
❑Not Observable
i❑Not Applicable
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3)
Project Title: Mchale residence Report date: 07/26/17
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1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Mchale residence Report date: 07/26/17
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SectionPlans Verified Field Verified
# Insulation'Inspection„ Complies? 'Comments/Assumptions
&Req.ID Value Value
303.1 ;All installed insulation is labeled ? ;❑Complies ;Requirement will be met.
[IN13]2 or the installed R-values i 10Does Not
`provided.
I❑Not Observable
v i }❑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 j '❑ Steel ❑ Steel ;❑Not Observable
;❑Not Applicable
303.2, ;Floor insulation installed per ; i❑Complies :Requirement will be met.
402.2.7 :manufacturer's instructions and I ❑Does Not
[IN2]1
in substantial contact with the I Location on plans/spec:a-
j underside of the subfloor, or floor± ❑Not Observable 3
;framing cavity insulation is in ❑Not Applicable
contact with the top side of 4
;sheathing, or continuous
insulation is installed on the $
I underside of floor framing and
extends from the bottom to the i r
top of all perimeter floor framing '
members.
402.1.1, ;,Wall insulation R-value.If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies
402.2.5, mass wall with at least 1/i of the ❑ Wood ❑ Wood ❑Does Not ;table for values.
402.2.6 wall insulation on the wall ❑ Mass ❑ Mass �❑Not Observable
[IN3]1 ;exterior,the exterior insulation
I requirement applies(FR10).
E] Steel E] Steel ❑Not Applicable
303.2 ;Wall insulation is installed per S❑Complies ;Requirement will be met.
[IN4]1 I manufacturer's instructions. i i❑Does Not
❑Not Observable Location on plans/spec: a-
,3
j '❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Mchale residence Report date: 07/26/17
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Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
&Req.ID
402.1.1, ;Ceding Insulation R-value. R- R- ;❑Complies See the Envelope Assemblies
402.2.1, E) wood ;F] wood E❑Does Not 'table for values.
402.2.2, ❑ Steel ❑ Steel
❑
402.2.6 Not Observable ;
[FI1]1 I ;❑Not Applicable
303.1.1.1, :Ceiling insulation installed per ; ;❑Complies I Requirement will be met.
303.2 manufacturer's instructions. ±❑Does Not
[FI2]1 ;Blown insulation marked every y { ;Location on plans/spec:❑ a-
300 ft'. ' Not Observable
S 4❑Not Applicable
402.2.3 {Vented attics with air permeable ; ;❑Complies ';Requirement will be met.
[F122]? insulation include baffle adjacent i I❑Does Not
!to soffit and eave vents that Location on plans/spec:a-
extends over insulation. ❑Not Observable 3
! 1❑Not Applicable
402.2.4 ;Attic access hatch and door I R- ; R- ;❑Complies ;Requirement will be met.
[FI3]1 Ansulation?R-value of the j❑Does Not
adjacent assembly. j Location on plans/spec:A-
adjacent Observable 2
❑Not Applicable
402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies ;Location on plans/spec:
[F117]1 ach in Climate Zones 1-2, and ;❑Does Not not applicable
<=3 ach in Climate Zones 3-8.
j❑Not Observable
1 ;❑Not Applicable
403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies
[F14]1 ;cfm/100 ft2 across the system or ft2 ft2 T❑Does Not
<=3 cfm/100 ft2 without air
handler @ 25 Pa.For rough-in ;❑Not Observable
;tests,verification may need to �❑Not Applicable
1 occur during Framing Inspection.
403.3.2 ;Ducts are pressure tested to I cfm/100 cfm/100 ;❑Complies
[F[27]1 !determine air leakage with I ft2 ft2 UDoes Not
either: Rough-in test:Total
:leakage measured with a ❑Not Observable I
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
j handler enclosure.
403.3.2.1 ;Air handler leakage designated 1 i❑Complies
[FI24]1 I by manufacturer at<=2%of ;[]Does Not
design air flow. {
i❑Not Observable
❑Not Applicable
403.1.1 Programmable thermostats i❑Complies
[FI9]2 {installed for control of primary i +❑Does Not
heating and cooling systems and j
initially set by manufacturer to p '❑Not ObservableIt
`code specifications. { ❑Not Applicable
403.1.2 Heat pump thermostat installed ; {❑Complies
[F110]2 !on heat pumps. ; +❑Does Not
❑Not Observable
1 1❑Not Applicable
403.5.1 Circulating service hot water ; ;❑Complies
[F111]2 !systems have automatic or ;❑Does Not
+accessible manual controls. +
+! !❑Not Observable
❑Not Applicable j
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Mchale residence Report date: 07/26/17
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section Plans Verified. Field Verified'
# Final Inspection Provisions Value Value Complies? Comments/Assumptions'
&Req.ID
403.6.1 !All mechanical ventilation system i❑Complies
[F125]2 I fans not part of tested and listed ! ❑Does Not
j HVAC equipment meet efficacy i
;and airflow limits. ;[]Not Observable
❑Not Applicable
403.2 Hot water boilers supplying heat `❑Complies
[F126]2 !through one-or two-pipe heating I ODoes Not
systems have outdoor setback j
control to lower boiler water :❑Not Observable
?temperature based on outdoor ; ;❑Not Applicable
3
1 temperature. i
403.5.1.1 $Heated water circulation systems; ;❑Complies
[F128]2 have a circulation pump.The UDoes Not
system return pipe is a dedicated i ?
return pipe or a cold water supply; 3❑Not Observable ;
j pipe.Gravity and thermos- ;❑Not Applicable
I syphon circulation systems are
I not present.Controls for !
1 circulating hot water system ,
pumps start the pump with signal!
i for hot water demand within the >
occupancy.Controls
automatically turn off the pump j
when water is in circulation loop !
is at set-point temperature and I
no demand for hot water exists. ;
403.5.1.2 Electric heat trace systems ! i❑Complies
[F[29]2 i comply with IEEE 515.1 or UL i❑Does Not
1515.Controls automatically
adjust the energy input to the []Not Observable
`heat tracing to maintain the ; ❑Not Applicable
f desired water temperature in the I i
piping.
403.5.2 ;Water distribution systems that ; '❑Complies
[F130]2 ;have recirculation pumps that 1 ;❑Does Not
pump water from a heated water j
supply pipe back to the heated ❑Not Observable
}water source through a cold I {❑Not Applicable
!water supply pipe have a ! i
!demand recirculation water
;system. Pumps have controls
!that manage operation of the !
pump and limit the temperature
of the water entering the cold ;
!water piping to 1044F.
403.5.4 !Drain water heat recovery units ' S❑Complies
[FI31]2 (tested in accordance with CSA ![:]Does Not
B55.1.Potable water-side
pressure loss of drain water heat ; ❑Not Observable i
recovery units<3 psi for J 3❑Not Applicable
I individual units connected to one 3
;or two showers. Potable water- ;
side pressure loss of drain water
!heat recovery units<2 psi for
individual units connected to I
jthree or more showers. j
404.1 75%of lamps in permanent j❑Complies
[FI611 'fixtures or 75%of permanent 1 I❑Does Not
fixtures have high efficacy lamps.
,❑Not Observable ;
Does not apply to low-voltage
lighting. i 3❑Not Applicable
404.1.1 Fuel gas lighting systems have # S❑Complies
[FI23]3 no continuous pilot light, i❑Does Not
j ;❑Not Observable
i j❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Mchale residence Report date: 07/26/17
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Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
&Re .ID
401.3 i Compliance certificate posted. ?❑Complies Requirement will be met.
[FI7l2 I ;❑Does Not
Location on plans/spec: a-
j❑Not Observable ;4
❑Not Applicable
303.3 ;Manufacturer manuals for ;❑Complies
[FI1813 mechanical and water heating i❑Does Not
systems have been provided. i
❑Not Observable ;
j `❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Mchale residence Report date: 07/26/17
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2015 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 18.00
Below-Grade Wall 0.00
Floor 25.00
Ceiling / Roof 25.00
Ductwork(unconditioned spaces):
D..
Window 0.29 0.29
Door 0.29 0.29
Heating&Cooling
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
I. ALL LUMBER SHALL BE HEM FIR NO.2 FB = 850 P51 SINGULAR, q75 I. C Nr ACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT Tl-E SITE PRIOR
BUILDING CODE REFERENCE REPETITIVE FV = q5 PSI, E = 1,300,000 P51, MAXIMUM M015TURE TO 5TARTINC TO WORK AND 5H4LL FAMILIARIZE HIMSELF WITH THE INTENT"OF THESE
ALTERATIOINIS
BUILDING CODE USED CONTENT t Iq%. OR DOUGLAS FIR NO.2 FB= 875 SINGULAR, 6175 ROCU ENT5, AND MAKE WORK COIFORM WITH THE SCOPE 4 INTENT OF THESE
4SED THE BUILDING CODE CONFORMANCE CITED IS THE BUILDING PLANS EXAMINER SHALL REVIEW THE REPETITIVE FV = q5 P51, E = 1,500,000 P51, MAXIMUM M015TURE DOGUvIENTS' THE CONTRACTOR 15 TO REVIEW THE COMPLETE D a#lIENTS AND
INTERNATIONAL RESIDENTIAL CODE 2015 2ND DOCUMENTS FOR MINIMUM AGGEPTABLE PLAN CONTENT < IcI%. SURFACES WBIDDIITH SAME TYPE OF MATERIAL USED FOR IS TO BE BASED UPON A COMPLETE REVIEW OF THE DOCUMENTS. (]
PRINTING, AMENDED BY THE PUBLICATION ENTITLED SUBMITTAL REQUIREMENTS OF THE LOCAL SHOP COATING - UNLESS NOTED IN THE DRAWINGS FOR THE RESIDENCE 2. A VALID TOM BUILDING PERMIT SHALL BE OBTAINED AND LAWFULLY POSTED u
Iffil"NOFILL 2016 UNIFORM CODE SUPPLEMENT, AS PUBLISHED BY MUNICIPALITY AS SPECIFIED IN THE RESIDENTIAL IN FLOOR AND ROOF FRAMING. FROM THE LOGAL MUN!GIPALI"TY WAVING JURISDIGTION PRIOR TO STARTING ANY AND/OR RESIDENTIAL CODE OF THE STATE OF NEW y. �
THE NEW YORK DEPARTMENT OF STATE. 2. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE j
YORK. THIS REVIEW DOES NOT GUARANTEE
COMPLIANCE WITH THAT CODE. THE SEAL AND SECTIONS OF THE INTERNATIONAL RESIDENTIAL GODS, A5 WELL AS THE 3. C4NTRAGTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS,
MECHANICAL CODE REFERENCE SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN APPLIGABLE SECTIONS OF THE CURRENT WOOD FRAME GON5TRUCTION CERTIFICATES OF OGC.UPA _,Y, INSPECTION APPROVALS, ETC,., FOR WORK I�I ,
MANUAL. PERFORMED FROM ACE4GIE5 HAVING,JURISDICTION THEREOF, IF REQUIRED.
CONSTRUCTION OF THIS PROJECT IS TO COMPLY INTERPRETED AS AN ATTESTATION THAT, TO THE BEST M
OF THE L{GENSEE'S BELIEF AND INFORMATION THE 3. ALL WOOD EXPOSED TO WEATHER SHALL BE A.C.Q. TREATED IN H A L "L=
WITH CHAPTER 12 THROUGH 24 OF THE 2015 ACCORDANCE WITH THE LATEST AWPA STANDARDS. ALL WOOD 4• ALL WORK SHALL GONFORM TO THE NY5 RESIDENTIAL CODE AND ALL RULES
INTERNATIONAL RESIDENTIAL CODE WHERE WORK IN THESE DOCUMENTS ARE: THAT COMES INTO CONTACT WITH CONCRETE IS TO BE PRESSURE AND REOULATI ONS OF THE MUNIGIPAL ITY IN WHIGH THE BUILDING IS TO BE GENERAL NOTES
APPLICABLE TO THIS PROJECT TREATED. CONSTRUCTED.
9I. ACCURATE 4. ALL WOOD CONNECTORS SHALL BE "SIMPSON", OR APPROVED 5. A'L OF CONSTRUCTION ARE THE RESPONSIBILITY OF AND TD BE
TA E 2. CONFORMS WITH GOVERNING CODES AT THE TIME THIS DRAWING, PREPARED FOR THE
PLUMBING CODE REFERENCE OF SUBMISSION EQUAL. ALL FASTENERS FOR PRESSURE TREATED WOOD OR GAR:9)LLY SUPERVISED ONTRA BY THE CTop. SPECIFIC PROJECT INDICATED, IS AN
EXP05ED ARE TO BE HOT DIPPED OR GALVANIZED STEEL IN INSTRUMENT OF SERVICE, AND THE
GONSTRUCTION OF THIS PROJECT IS TO COMPLY 3. CONFORMS WITH REASONABLE STANDARDS OF AC,,( ORDANGE WITH NY5 RESIDENTIAL CODE SECTION 31q.1 6. IF IN THE COURSE OF CONSTRUCTION A GONDITION EXISTS WHICH DISACREE-5 WITH PROPERTY OF ROSEBERY ARCHITECTURAL
WITH CHAPTERS 24 THROUGH 32 OF THE 2015 PRACTICE WITH THE VIEW OF THE SAFEGUARDING OF THAT AS INDICATED ON THESE PLANS, Tf-E GONTRAGTOR SHALL STOP WORK PRIOR STUDIO AND JOHN D. ROSEBERY
5825 WESTPHALIA ROAD INTERNATIONAL RE51DENTIAL CODE WHERE LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE. 5. MEMBERS INDIGATED AS " MIGROLAM" OR M.L. ON THIS PLANS ARE TO A� V NOTIFY THE ARGHITEGT OF THE GOWITION. SHOULD HE FAIL TO FOLLOW ARCHITECT PLLC.
APPLICABLE TO THIS PROJECT (NO PLUMBING 4. IS THE RESPONSIBILITY OF THE LICENSEE. TO BE TIMBER5TRAND 1.7 E L5L AND SHALL BE MANUFACTURED IN 1146' "'F,')GED RE AND CONTINUE WITH THE WORK AND AN INADEQUATE CONSTRUCTION
WORK REQUIRED)
ACCORDANCE WITH "TRU55-JOI5T" MAGMILLIAN STANDARDS. DESIGN COWITION' IS THEN CREATED, HE SHALL ASSUME ALL RC-SPON5IBILITY AND LIABILITY. INFRINGEMENT OR ANY USE OF THIS
STRESSES ARE CONSIDERED AS FOLLOWS: FB=2,bOOPSI, FV=400 PSI, PROJECT IS PROHIBITED. ANY ALTERATION,
MATTITUCK ELECTRICAL CODE REFERENCE E= 1,700,000 P51. 7. ALL FOOTING SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM 501L OR REPRODUCTION OF THIS DOCUMENT IS
CONSTRUCTION OF THIS PROJECT 15 TO COMPLY
PREYEURE OF I TON PER SQ. FT. AND SHALL HAVE A MINIMUM OF 3'-0" OF GOVFR ALSO PROHIBITED WITHOUT THE WRITTEN
UTHOLD WITH CHAPTERS 33 THROUGH 43 OF THE 2015 CONSENT OF THE ARCHITECT.
TOWN O SO8. ALL GOl�RE1E SHALL BE 3000 PSI CONCRETE AT 28 DAYS FOR SLABS, WALLS
INTERNATIONAL RESIDENTIAL CODE AND THE ANCA FOOTINGS, AND 5HA1_L GONFORM WITH THE REQUIREMENTS OF THE NYS
CURRENT VERSION OF NEC WHERE APPLIGABLE TO REIDENTIAL CODE.
SUFFOLKCOUNTY N Y THIS PROJECT. q. ALL POURED CONGRL=TE FOOTING ARE TO BE REINFORCED WITH (2) #5 REBAR CONSULTANTS:
HMZONTAL CONTINUOUS. ALL POURED CONCRETE FOUNDATION WALLS SHALL BE
BUILDING CODE CRITERIA WOOD NOTES RENF J^V # 5 �'R HIOTRIZ. NEAR TOP OF WALL.
PROJECT TITLE / LOCATION ALL STRUCTURAL STEEL. SHALL BE A-36 AND SHALL BE FABRICATED AND
IN5TALLED AS PER LATEST AI.5.6. 5PEGIFIGATION5.
I. DEMOLITION WORK SHALL BE DONE W STRICT CONFORMANCE WITH LOCAL AND 11- ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE (2) 2" X 6" M_E-55
TAX MAP NO. 1000-113-12-2.1 STATE REGULATIONS NOTED OTHERWISE.
2. PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE REGULATIONS OF 12 DOUBLE ,JOISTS UNDER ALL PARTITIONS PARALLa. TD SAM1E AND AROUND ALL
ANSI/NFPA 241-Ig75, BUILDING GONSTRUGTION AND DEMOLITION OPERATIONS
ZONING: R-40 RESIDENCE QENINr�. PROVIDE DOUBLE BLOCKING UNDER ALL PARTITION WALLS RI)NNINC�
3. PROVIDE ALL TEMPORARY BARRICADES, RAILINGS, LIGHTING, ETC. REQUIRED PRENDIGULAR TO J015T5.
LOT AREA: 199952 SQ.FT. TO PROTECT THE WORKMEN, OWNER'S PERSONNEL, AND OTHERS FROM INJURY DUE 13, ALL DRYWALL SHALL BE U.5.6. NATIONAL GYPSUM GO. 1/2" THICK UNLE55
TO THE DEMOLITION WORK. PROVIDE FREE AND SAFE PASSAGE OF PERSONS TO OT{ERW15E �
AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN.
EXISTING BUILDING AREA: f 19965 SQ.FT. 4. PERFORM THE DEMOLITION WORK IN SUCH A MANNER AS TO PREVENT FIRES. 14 INTERIOR PARTITIONS ARE TO BE GONSTRUGT®OF 2" x 4" WOOD STUDS AT "
REMOVE ALL ACCUMULATED DEBRIS PROMPTLY. 015POSAL BY BURNING WILL NOT Oma. WITH 1/2" GP9
YJM BOAR BOTH SIDES OTHERWISE NOTED. 16
PROPOSED BUILDING AREA: f 123 SQ.FT. BE PERMITTED ON 51TE. ALL DEBRIS SHALL BE 0I5PO5ED OF IN A LEGAL,
WORMANLIKE MANNER. DO NOT BURY MATERIALS ON SITE. 15 A 1. INTERIOR DOORS SHALL BE STAINED GRADE 6'-8" HIGH X I-3/8" X WIDTH
EXIST/PROP. DECK AREA f 628 SQ.FT. 5. ALL 5ALVAGEA13LE MATERIALS AND EQUIPMENT, INCLUDING FIXTURES, A'NOTA ON PLAN W►TH APPROPRIATE HARDWARE.
FURNISHINGS, AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM if A( (_ MOLDINCT� AND FRIM SHALL_ BE STAIN GRADE. �Efi�ED A
?'0p,D DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE TAKEN. \cy �C
LOT COVERAGE: 23.41.
P�,P C7 p�N E( q
P� 6. THE CONTRACTOR IS TO NOTIFY AFFECTED UTILITY COMPANIES BEFORE I7. GONRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND �` �4 os IV,
STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS. PROVIDE LETTERS PROTEGING ALL WORK DURING CONSTRUCTION AGAINST DAM�, BREAKAGE, r c�
FLOOR AREA RATIO: 10.4 % ��� OF UTILITY V15WNNECT WHEN REQUIRED BY MUNICIPAL AGENCIES REVIEWING COLLAP5E, DISTORTION AND M15ALIC-4,� ACCORDING TO APPLIGABLE CODE5,
THE WORK. 5TANDARD5 AND GOOD PRACTICE g•
\NE O� P� �4 ,OOH N 7. DO NOT DISABLE OR DISRUPT BUILDING FIRE OF LIFE SAFETY SYSTEMS Ip, AL WINDOI^Y�SHALL ' �'•'
\- N WITHOUT PRIOR WRITTEN NOTICE TO OWNER. BE DOUBLE-E INCA-ATED GL,�{�, YIM'1 OR Wr�pD FRAI,,E "' 0?x265 C
PROJECT ZONING INFORMATION ,r ►�,<<NSEGT SCREEN AND JAMB Ex,ENDERS AS REX IR�D. � 6' �o
CP 8. PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREAS WHERE PROF�ON�& FICATION
DEMOLITION WORK IS BEING PERFORMED AND AREAS WHIGH ARE Iq. ALL. PLIUMIBING SHALL BE IN 5TRIGT ACCORDANCE WITH THE N.Y.5. PLUMBING
1;i) E FINISHED OR IN USE. GOLE•
g. CONFORM TO PROCEDURES APPLIGABLE WHEN DISCOVERING HAZARDOUS
TO THE BEST OF MKNOWLEDGE AND PROFESSIONAL JUDGEMENT THESE PLANS CONFORM TO °O� �(\ OR CONTAMINATED MATERIALS. 26 TFE ARG
Y HITEGT5 CERTIFICATION APPLIES ONLY TO THESE PLANS CONFORMANCE
THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. N 10. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH ADJACENT OCCUPANCIES. WT}I THE RESIDENTIAL GODS OF NEW YORK STATE (GiJRRENT EDITION
SUBMITTED PLANS ARE TO INCLUDE THE APPLICABLE RES-CHECK OR REM-RATE REPORT AS
A0032 s 11. CEASE OPERATIONS IMMEDIATELY IF STRUGTURE APPEARS TO BE IN DANGER. 21. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE
j o
REQUIRED BY NYS ENERGY GORE. NOTIFY ARCHITECT/ ENGINEER. DO NOT RESUME OPERATIONS UNTIL DIRECTED. AR-,HTEGT WILL NEGATE THE CERTIFICATION OF THESE PLAN5.
Cp. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER PROTECT EXISTING SUPPORTING 22 NOT WfZTTEN DIMI=TISIONS SUPEDE 5(,-AL ED
STRUCTURAL MEMBERS. 1
ENERGY CODE NOTES 13. PATCH ALL EXISTING FIN15HE5 TO REMAIN THAT ARE AFFECTED BY ADJACENT DIhLTbIONS.
DEMOLITION WORK.
ASpNW�p,`( 23. TE GENERAL CONTRACTOR SHALL_ BE RESPONSIBLE FOR GUTTING, FITTING OR
GL DRNE 14. LEAVE EACH AREA BROOM GLEAN UPON COMPLETION OR WORK EACH DAY. Pl-I%HNG REQUIRED TO COMPU=TE THE WORK OR TO MAKE IT'S PARTS FIT
TOC-E14ER PROPERLY.
24. Tf-- OHNER SHALL 5ELEGT ALL FINISH MATERIALS AND GOLOR5.
' `� 3t DEMOLITION NOTES
00 q \2 F'05T5 OR ;,
Q � 2�' 25, AIL TRIMMED AND FLUSH GONI�lEGTIOI�lS B)=T1N�N JOISTS, ,
20�, O W TO BE+15, GIRDERS OR 5TRUGTURAL t-LE � TO BE FASTEwD LISW-,
112 GALVANIZED METAL HANGERS BY 'SIMPSON STRONG TIE' OR APPROVED EQUAL.
�a010 m U 1 \A003, 1. A MINIMUM OF ONE WALL-�5WITGH-CONTROLLED LI6HTIN6 OUTLET 15 REQUIRED IN 26. THESE DRAWINC�a A5 INSTRUt� RVI
NT5 OF SEGE ARE AND SHALL REMAIN THE
1%_-1s \2• EVERY HABITABLE ROOM, HALLWAY, STAIRWAY, ATTACHED GARAGE, AND OUTDOOR PROPRTY OF THE ARGHITEGT W-ETHBZ THE FRO-ECT FOR WHICH THEY ARE MADE
N ENTRANCE. IS DEWTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PR0JEGT5 OR
\65 2�o CONSTUCT
EXCEPTION= IN HABITABLE ROOMS OTHER THAN KITCHENS AND BATHROOMS ONE OR E�IONS TO THIS PROJECRI
T EXGEPT BY �T IN WRITING AND WITH 2 ION 7/17
N i'�f
Q � \k a, CK MORE REGEPTAGLES CONTROLLED BY A WALL SWITCH ARE PERMITTED IN LIEU OF AFPR'RIATE COMPENSATION TO THE ARGHITEGT. DOCUMENTS
Gj O Dpi LI6HTIN6 OUTLETS. 1 DESIGN SUBMISSION 6117
\3• �, X00 27. THE CONTRACTOR IS TO PROVIDE PROPER SUPPORT AND UVDS:;P9NNING A5
2. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, DEN, BREAKFAST ROOM, LIVING NEC65ARY OF THE EXISTING CONSTRUCTION CONSTRUCTION OF NEW
ROOM, PARLOR, SUNROOM, BEDROOM, RECREATION ROOM, AND SIMILAR ROOMS, T
\32 pEGK FCy 7ATION AND GIRDEi2SNo. Revision/Issue Date
E►�',TE:,��.� �..I� B.P.#��.�.��.� .. .�.- �-.F �.,,.,,.. „w .r,, ,;
RECEPTACLE OUTLETS MUST BE INSTALLED 50 THAT NO POINT ALONG THE FLOOR
FEE: 6 ' y:_-L '� �. s4, ,_�;R°:.°a,� ,�.. • .>P . ;. ;.�. U GONv pp,NDEpp� LINE 15 FARTHER THAN 12 FT, MEASURED HORIZONTALLY, FROM AN OUTLET, INCLUDING 29 D,�-E MIC O AJC TO BE NAILED TO WITH TWO ROI6 16D
.�2.1__..,. __- t ,;. :.. v k . �. r;.� .... r. .y_, ROSEBERY
NOTIFY t".U1'.[":;�y r,L.°F,RT"�fEN7 ,�T W �o EX p,REP
ANY WALL SPACE 2 FT OR MORE WIDE AND THE WALL SPACE OCCUPIED BY SLIDING (� CSN
7665-1802 TI 8 f:f.9 TO 4 Pfi' FOR THE z 14E NAIL AT 12" O.G..
PANELS IN EXTERIOR WALLS. ARCHITECTURAL
FOLLC,-';TNICa iiJS'ECTIONS: 3. A MINIMUM OF TWO #12 WIRE 20-A SMALL APPLIANGE CIRCUITS ARE REQUIRED TO 2�� AI-A. SAI- CONDiTIONS (AIA DING. A201) ARE HEREBY MADE AN
SERVE ONLY SMALL APPLIANCE OUTLETS, INCLUDING REFRIGERATION EQUIPMENT, IN A[f✓IINISTRATIVE PART OF THESE DRAWING, AS IF HEREIN WRITTEN IN FULL. STUDIO
1. FOI_':.CiPURE TVN' REQUIRED O THE KITCHEN, PANTRY, DINING ROOM, BREAKFAST ROOM, AND FAMILY ROOM. BOTH
FO1i POtJrF"U CC?1C;P�c:TE C`
2 Rt:7i ;f� - FF tp.'!!,'�-, F: PLUMBING �f SITE U GIRGUITS MUST EXTEND TO THE KITCHEN;THE OTHER ROOMS MAY BE SERVED BY ONE
GENERAL NOTES 1029SIPPAVENUE
3. !�iSULATi01''e
OR BOTH OF THEM. NO OTHER OUTLETS MAY BE CONNECTED TO THESE CIRCUITS, MEDFORD, N.Y 11763
4. FiiJ;^,L COiaSTRUCTION M.UST
{(� EXCEPT A RECEPTACLE INSTALLED 50LELY FOR AN ELECTRIG CLOCK. IN KITCHEN
'S-1 AND DINING AREAS, RECEPTACLE OUTLETS MU5T BE INSTALLED AT EACH AND EVERY PHONE: (631 730-1262
SE CCMP LETS FOR C.O. C'� _t- rdr+� �`4
v >r,_f:, CERT1F � COUNTER 5PAGE WIDER THAN 12 IN.
ALL CONS T i>IJCTIGfa SHALL MEET THE '� �;1;�1 ;- � e *-�- +�+�-
l TQUIREMENTS OF THE CODES OF NEV'J
�aD CO��-E���-� : . - CONSTRUCTION DOCUMENTS: FAX: (631) 730-5476
Cc;RT11=1CATEO�'( '"' '.1r•Y A"�#Y ?� �, 0 4. A MINIMUM OF ONE #12 WIRE 20-A CIRCUIT MUST BE PROVIDED TO SUPPLY THE E-MAIL: rosebery@optonline.rlet
YORK STATE. NOT RESPONSIBLE FOR a Y LAUNDRY RECEPTACLE(S), AND IT MAY HAVE NO OTHER OUTLETS. A-( TITLE SHEET, PLOT PLAN WEBSITE:
OES!ON OR CONSTRUCTION ERRORS. SOLDER U557n t!1*'177774
" d
5. AT LEAST ONE RECEPTACLE OUTLET MUST BE INSTALLED IN THE BATHROOM NEAR www.roseberyarchitect.com
SUPPLY.�YST�,���.""� � � d� THE BASIN AND MUST BE PROVIDED WITH GROUND FAULT CIRCUIT INTERRUPTER A-1.1 NAILING SCHED., FOUNDATION & ROOFING CODE INFO
- EXCEED 2110 0'"9,= "� Project Name and Address
�� . � �� m PROTECTION. MCHALE RESIDENCE
ISS OF b. CODE REQUIRES SUFFICIENT IS- AND 20-A CIRCUITS TO SUPPLY THREE WATTS OF
A-).2 REQUIRED CONNECTION DETAILS BY NYS BUILDING CODE CE
POWER FOR EVERY SQUARE FOOT OF FLOOR SPACE, NOT INCLUDING GARAGE AND
NV ' YOK I i^, ice- TO 'i CODES OPEN PORCH AREAS. MINIMUM CODE SUGGE5TION IS ONE CIRCUIT PER b00 50 FT; Al PROP. FOUNDATION PLAN, FLOOR PLAN
AS REQUIRED P�.E .w �a e r TFI AS8P1.AGAH0I^tC FiEQUIR la
ONE CIRCUIT PER 500 SQ FT IS DESIRABLE.
-IO'AHA 7. A MINIMUM OF ONE EXTERIOR RECEPTACLE OUTLET 15 REQUIRED (TWO ARE A•2 PROPOSED SECOND FLOOR PLAN 5825 WESTPHALIA ROAD
DESIRABLE) AND MUST BE PROVIDED WITH GROUND FAULT CIRCUIT INTERRUPTER MATTITUCK, NY 11952
;w�.lr}: ;,, �- PLUMBING O PROTECTION. A-3 PROPOSED ELEVATIONS AND SECTION
Ep B. A MINIMUM OF ONE RECEPTACLE OUTLET 15 REQUIRED IN BASEMENT AND GARAGE, TOWN OF SOUTHOLD
�Cui,: SN O�,QO, IN ADDITION TO THE ONE IN THE LAUNDRY. IN ATTACHED GARAGES IT MUST BE
ALL PLUMBING WASTE a
&WATER LI+�ES NELE� PLOT PLAN BASED ON SUR�IEY GONDUGTED $Y
.... ...... � - TESTI"�G BEFORE COVERING NATHAN TAFT GORNIN III,DATED IT JUNE,2015 ��NG� PROVIDED WITH GROUND FAULT CIRCUIT INTERRUPTER PROTECTION.
SCTM N0. 1000-113-12-2.1
2\2 o q. NYS BUILDING CODE REQUIRES INTERCONNECTED SMOKE DETECTORS BE Project sheet
� 0o PLACED IN ALL NEW CONSTRUCTION, AND EXISTING ALTERED
LTERED CONSTRU
CTION. r� 20
17-13OCCUPARCY OR ONINTERCONNECTED SMOKE DETEGTOR5 ARE NOT REQUIRED IN EXISTING CONSTRUCTION TO BE DISTURBED. BATTERY DateUSE IS UNLAWFUL .O RATEDSMOKE DETEGTORS CAN BE USED.
WITHOUT CERTIFICATE 0- Sl
10. 015GONNEGT SWITCHES ARE REQUIRED. A-0
APRIL 2017
NOT-E: REFER TO THE NATIONAL ELECTRICAL CODE (NEC) AND NYS S`a'e
OF OCCUPANCY ELECTRIGAL FOR FURTHER INFORMATION ON RE51DENTIAL ELEGTRIGAL AS NOTED
R.EQUIREMENT5.
Drawing
RETAIN STORM WATER RUNOFF
KEY MAP PURSUANT TO CHAPTER 236 PLOT PLAN SCALE: 1"=20'-0" ELECT
OF THE TOWN CODE. RI CAL NOTES INDEX TO DRAWINGS COVER SHEET
TABLE RR404.1.1(2)
NEW YORK RESIDENTIAL CODE SHEET REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 301 .2 1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS MINIMUM VERTICAL REINFORCEMENT SIZE AND SPAGINC b,c
GLASS OF MATERIAL LOAD-BEARING PRESSURE MAXIMUM FOR 8-INCH NOMINAL WALL THICKNESS
GROUND HIND SEISMIC, SUBJECT TO DAMAGE FROM HINTER MEAN AIR pounds per square foot) MAXIMUM UNBALANCED Soil c1055es(d)
WALL BACKFILL
SNOW SPEED DESIGN FROST LINE DESIGN ANNUAL TEMP FLOOD FREEZING Sandy gravel and/or gravel (GH and GP) 3,000 HEIGHT HEIGHTe ow, GP, SH GM, OC, SM, SM-5C 5G, i
LOAD WEATHERING TERMITE DEGAY
MH, ML-GL 4
(MPH) GATE DEPTH TEMP. HAZARDS INDEX Sand, Silt sand, Clayey sand, silt ravel and Clayey ravel (feet) (feet) and SP soils and ML soils Inorganic GL soils
y y y y g y y g (graver sand) (sand, sandy clay) (days-loams) "-
R301.2 (5) R301.2 (4) 8301.2 (2) 8301.2 (3) 8301.2 (6 8301.2 (7) 15° F. 51° F. N/A (SH, SP, SM, SG, CM and CG) 2,000
6 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c.
30 PSF 130 MPH B SEVERE 36:1 MOD. TO SLIGHT CLIMATE IGE SHIELD FLOOD 452 N. SHORE 6 #4 at 48" o.c. #4 at 40" o.c. #5 at 48" o.c.
599 S. SHORE Glay, sandy clay, silty clay, Clayey silt, silt and Sandy Silt
140 MPH HEAVY TO ZONE UNDERLAYMENT ZONE (GI, ML, MH d GH) 1,500b
7
EAST END MODERATE REQUIRED 510 EAST END an4 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. GENERAL NOTES
AS PER 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c.
SEG
4A N/A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM 5PEGIFIED 6 #4 at 48" o."7 #4 at 40" o.c c #5 at 40" o.c. #6 at 48". #5 at 48" o.c. #5 at 40" o.c.. THIS DRAWING, PREPARED FOR THE
o.c. SPECIFIC PROJECT INDICATED, IS AN GOMPRE551VE STRENGTHa(f G) INSTRUMENT OF SERVICE, AND THE
Heathering P otentia I 8 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c. PROPERTY OF ROSEBERY ARCHITECTURAL
STRUGTURAL LOADS TABLE 301.5 ALLOWABLE DESIGN DEFLEGTION OF TYPE OR LOCATIONS OF GONGRETE GONSTRUGTION 6 #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c. STUDIO AND JOHN D. ROSEBERY
USE
LIVE LOAD DEAD LOAD STRUGTURAL MEMBERS (TABLE 301.7) Severe -1 #`_ot 48" o.c. #6 at 48" o.c. #6 at 40" o.c. ARCHITECT PLLC.
8 #5 at 40" o.c. #6 at 40" o.c. #6 at 24" o.c.
FIRST FLOOR 40 PSF 10 PSF FLOORS � GEILINGS 1_/360 Basement walls, foundations and other concrete not exposed to the weather 2,500G INFRINGEMENT OR ANY USE OF THIS
Ci 5 #4 at 48 o.c. #4 at 48 o.c. #5 at 48 o.c.
PROJECT IS PROHIBITED. ANY ALTERATION,
SECOND FLOOR (SLEEPING AREA) 30 PSF 10 PSF STRUCTURAL MEMBERS 1_/240 6 #4 at 48" o.c. #5 at 48" o.c. #6 at 48" o.c. OR REPRODUCTION OF THIS DOCUMENT IS
ATTICS H/ LIMITED STORAGE 4 GELINGS 20 PSF 10 PSF INTERIOR HALLS H/180 Basement slabs and interior slabs On grade, except garage floor slabs 2,5DDG 7 #5 at 48" o.c. #6 at 48" o.c. #6 at 32" o.c. ALSO PROHIBITED WITHOUT THE WRITTEN
DECK 40 PSF 10 PSF EXTERIOR HALLS H/240Ba5ement walls, foundation walls, exterior walls and Other vertical 8 #5 at 40" o.c. #6 at 32" o.c. #6 at 24" o.c. CONSENT OF THE ARCHITECT.
Ci #6 at 40" o.c. #6 at 24" o.c. #6 at tb" o.c.
EXTERIOR BALGONIES rbO PSF 15 PSF RAFTERS L/240 concrete work exposed to the weather 3,000d
STAIRS 40 PSF 10 PSF ALLOWABLE DESIGN DEFLEGTIONS For 51: 1 inch = 25.4 mm,
HANDRAILS 200 PSF 10 PSF MEETS OR EXGEED THE REG2UIREMENTS Porches, carport slabs and Steps exposed to the weather, t foot = 304.8 mm.
and e floor slabs 3SDOd,e CONSULTANTS:
ROOF (GROUND SNOW LOAD AS 3ora ,
g5 PSF I5 PSF OF TABLE 301.6 NYS RES. CODE g NOTE: IN CONDITIONS OF ORfANIG MATERIALS, CLAYS AND LOAMS WITHOUT A
TEST BORING AS A PART OF THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR 15 TO STOP
DETERMINED BY FIGURE 301.2 + For 51: 1 pound per square Inch = bbc[5 kPa. WORK AND CONSULT ARCHITECT. IT IS RECOMMENDED THAT A TEST BORING TO DETERMINE
CONSIDERED LIVE LOAD) a. At 2b dams psi. SOIL CAPACITY TO BE COMPLETED AT THAT TIME.
FOR THE PURPOSES OF WIND DESIGN, THE WIND EXPOSURE IS GONSIDERED EXPOSURE B b. See Table RR301.20) for weathering potential. a. Mortar shall be Type M or 5 and masonry Shall be laid in running bond.
REFERENCE STANDARDS: C. Goncrete, in these locations that may be subject to freezing and thawing during Gon5truCtion b. Alternative reinforcing bar sizes and spacings having on equivalent cross-sectional area
HFGM 2015 - 130 $ 140 MPH HIGH HIND SUPPLEMENT shall be air-entrained concrete in accordance with Footnote d. of reinforcement per lineal Foot of wall shall be permitted provided the spacing of the
HFGM 2015- HOOD FRAME GONSTRUGTION MANUAL FOR HOOD FRAMING FOR SPEGIALIZED WIND CONDITIONS d. Concrete shall be air entrained. Total air content (percent by volume of concrete) reinforcement does not exceed 72 inches.
NEC, 2010- NATIONAL ELEGTRIG CODE shall not be less than 5 percent or more than -1 percent. c. vertical reinforcement shall be Grade 60 minimum. The distance from the face: of the soil
e. See 88402.2 for minimum Gement content.
Side of the wall to the center of vertical reinforcement shall be at least 5 inches.
d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table
RR405.1 NYS res. code.
NAILING SCHEDULE NAILING SCHEDULE e. Unbalanced backfill height is the difference in height of the exterior and interior finish
FROM WOOD FRAME CONSTRUCTION MANUAL ground levels. Where on interior concrete slab is provided, the unbalanced backfill height
2015 EDITION, WITH 130 & 140 MPH HIGH WIND DESIGN SUPPLEMENTS (140 NAILING SCHEDULE APPLIES TO 130 AS WELL) shall be measured from the exterior finish ground level to the top of the interior concrete
slab.
JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER of NAII 0, -
TABLE COMMON NAILS BOX NAILS 5PAGIN6 TABLE COMMON NAILS BOX NAILS SPACING ROOFING NOTES: `S )NNIEERE, q�
ROOF FRAMING ROOF SHEATHING Asphalt strip shingles shall have a minimum of six fasteners per shingle in the 110-120 mph wind zones.
RAFTER TO TOP PLATE TABLE 3.4A 3-8d 3-10d PER RAFTER STRUCTURAL PANELS TABLE 3.10 8d loci b" EDGE ,? n
GEILING JOIST TO TOP TABLE 3.4A 3-8d 3-10d PER J015T RAFTERS OR TRUSSES SPACED UP 6" FIELD - -i
PLATE (TOE NAILED) TO Ib" D.G. Ice protection. In areas where the average daily temperature in January 15 25°F (-4°G) or less or when
Table RR301.2(I) critet;o.5o designates on ice barrier that consists of a least two layers of
'
CEILING JOIST TO TABLE 5-01A II-I6d II-4Od EACH LAP RAFTERS OR TRUSSES SPACED UP 8d lod 4" EDCaE underlayment cemented together or of a self-adhering polymer modified bitumen sheet, shalt be used in �F 0,'4265 _
PARALLEL RAFTER (PAGE-NAILED) TO 24O.G. 4" FIELD
lieu of normal underlayment and extend from the eove's edge to a point at least 24 inches ((?10 mm) O OQ
CEILING JOIST LAPS TABLE 3-ciA I I-I6d 11-40d EACH LAP GABLE END WALL RAKE OR 8d iOd 6" EDGE inside the exterior wall line of the building. PROFESS _ IF F .ATION
OVER PARTITIONS RAKE TRUSS WITHOUT GABLE
b" FIELD
COLLAR TIE TO TABLE 3-bA 3-8d 3-lod PER TIE OVERHANG Underlayment application. For roof slopes from two units vertical in 12 units horizontal
RAFTERS GABLE END WALL RAKE OR 8d IOd b" EDGE 07-percent slope), up to four units vertical in 12 units horizontal (33-percent slope)„
RAKE TRU55 WITH STRUCTURAL 6" FIELD underlayment shall be two layers applied in the following manner. Apply a Ici-inch (4e>3 mm)
BLOCKING TO RAFTER. 2-8d 2-IOd EACH END OUTLOOKERS strip of underlayment felt parallel with and starting at the eaves, fastened sufficiently to hold
TOE NAILED GABLE END WALL RAKE OR 14" EDGE in place. Starting at the eave, apply 56- inch-wide M14 mm) sheets of underlayment,
RAKE TRUSS WITH LOOKOUT IOdoverlapping 5ucce551ve sheets Ig inches (483 mm), and fastened sufficient) to hold in lace.
RIM BOARD TO RAFTER 2-I6d 3-I6d EACH END 4" FIELD For roof slopes of four units vertical in 12 units horizontal (33-percent slope) or greater,
(END NAILED) BLOCKS
WALL FRAMING
underlayment shall be one layer applied in the following manner. Underlayment shall be applied
CEILING SHEATHING shingle fashion, parallel to and starting from the cove. and lapped 2 inches (51 mm), fastened
TOP PLATE TO TOP PLATE 2-Ibd (I) 2-Ibd (I) PER FOOT
(PAGE NAILED) GYPSUM WALLBOARD 5d COOLERS 7" EDGE/f0" FIELD sufficiently to hold in place. End laps shall be offset by 6 feet (I82g mm).
TOP PLATES AT INTERSECTIONS 4-I6d 5-I6d JOINTS - EACH SIDE WALL SHEATHING RRg05.2.5 Flashing. Flashing for asphalt shingles shall comply with this section.
(FACE NAILED) STRUCTURAL PANELS STUDS TABLE 3.11 8d IOd 6" EDGES g 9 P 9 p y
STUD TO STUD (FACE NAILED) 2-I6d 2-16d 24"O.G. SPACED UPTO 24" O.G. 12" INTERMEDIATE
SUPPORTS (FIELD) RRgO5.2.8.1 Base and cap flashing. Base and cap flashing shall be installed in accordance
HEADER TO HEADER (FACE NAILED) I6d I6d 16" O.G ALONG EDGES " with manufacturer's installation instructions. Base flashing shall be of either corrosion-resistant
TOP OR BOTTOM PLATE TABLE 3.5A 1-16d ]-trod PER STUD I/2" OR 25/32" FIBERBOARD PANELS 8d IOd 3" EDGE/bFIELD
metal of minimum nominal 0.01q-inch (0.483 mm) thickness or mineral Surface roll roofing
TO STUD ( END NAILED) GYPSUM WALLBOARD 5d COOLERS 5d GOOLERS 7" EDGE/10" FIELD weighing a minimum of 77 pounds per IDG square feet (3.76 kg/m2). Gap flashing shall be
BOTTOM PLATE TO FLOOR JOIST 2-I6d (1,2) 2-I6d (1,2) PER FOOT
corrosion-resistant metal of minimum nominal D.Dig-inch (0.483 mm) thickness.
BANDJOIST ENDJOIST OR SLOKING RRg05.2.8.2 Valleys. valley linings shall be installed in accordance with manufacturer's
(FACE NAILED) FLOOR SHEATHING installation instructions before applying shingles. valley linings of the following types shall be
FLOOR FRAMING STRUCTURAL PANELS
permitted: 2 DOCUMENTS fON 7/17
JOIST TO SILL, TOP PLATE 4-8d 4-I0d EACH END I" OR LESS 8d IDd 6"EDGE / 12" FIELD I. For open valley (valley{ lining exposed) lined with metal, the valley lining shall be at
OR GIRDER (TOE NAILED) GREATER THAN I" IOd Ibd 6"EDGE / b' FIELD least 24 inches (610 mm wide and of any of the corrosion-resistant metals in Table 1 DESIGN SUBMISSION 6/17
BRIDGING TO J015T 2-8d 2-10d EACH JOIST RRg05.2.8.2. No. Revision/Issue Date
(TOE NAILED) 1 2. For open valleys, valley lining of two plies of mineral surface roll roofing, complying
BLOCKING TO JOIST 2-8d 2-10d EACH END with ASTM D 24q, shall be permitted. The bottom foyer shall be 18 inches (457 mm) ROSEBERY
(TOE NAILED) NOTES: and the top layer a minimum of 36 inches N14 mm) wide.
BLOCKING TO SILL OR 3-I6d 4-I6d EACH BLOCK I. NAILING REQUIREMENTS ARE BASED UPON WALL SHEATHING NAILED b" D.G. AT THE PANEL EDGE. iF 3. For closed valleys (valley covered with shingles), valley lining of one ply of smooth ARCHITECTURAL
TOP PLATE (TOE NAILED) WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER 5HEAR GAPACITIES, NAILING roll roofing complying with ASTM D 224. Type 11 or Type III and at least 36 inches (g14 STUDIO
LEDGER STRIP TO 3-16d 4-16d EACH JOIST REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS mm) wide or valley lining as described in Items I and 2 above Shall be permitted.
BEAM(FAGE NAILED) SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. Specialty underlayment complying with ASTMD Ici70 may be used in lieu of the lining 1029 SIPP AVENUE
JOIST ON LEDGER TO BEAM 3-8d 3-IOd EACH ENDmaterial.
2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS TABLE RRG05.2.8.2 MEDFORD, N.Y 11763
(FACE NAILED) SHALL BE PERMITTED TO BE REDUCED TO 1-I6d NAIL PER FOOT. PHONE: (631) 730-1262
BAND-1015T TO J015T 3-I6d 4-116d EACH END VALLEY LINING MATERIAL
(END-NAILED)
3. CORROSION RESISTANT II CAGE ROOFING NAILS I6 CAGE STAPLES ARE PERMITTED, ACCORDING TO MINIMUM FAX: (631) 730-5476
BANDJOIST TO SILL OR 2-16d(I) 3-I6d PER FOOT
NY5 AND INTERNATIONAL BUILDING CODE. E-MAIL: rosebery@optoniine.net
� •'
77lIGKNE55 WEIGHT WEBSITE:
TDP PLATE (TOE NAILED) 4. ALSO SEE BRACED WALL/5HEAR WALL DETAILS AS INDICATED ON THE PLAN-, WHERE REQUIRED. MATERIAL (inches) GAGE (pounds) www.roseberyarchitect.com
Copper -- -- I Project Name and Address
Aluminum 0.024 -- -- MCHALE RESIDENCE
5tainle55 steel -- 28 --
OUTLINE SPECIFICATIONS FOR PROJECT Galvanized 26 (zinc
CARPENTRY: a. Drywall MECHANICAL - HEATING, VENTILATING 4 AIR CONDITIONING: steel 0.0171-1 coated G610) -- 5825 WESTPHALIA ROAD
BIDDING: .IAs noted on plans with 3 coats of spackle.
a. Rough Framing - a5 per plans, notify architect of any Moisture resistant board a to bathrooms 4 kitchen as shown on laps. a. Gontractor to provide expansion of existing system or as required by owner Zinc alloy 0.027 -- MATTITUCK, NY 11952
a. The drawings and specifications represent the scope of deviations prior to proceeding. p
P p 9• b. Contractor provide new -zone as required by construction. Lead -- -- 2-1�2
the project. The drawings Include all drawings and site plan b. Finish Carpeting, Trim and Door, Stairs and Handrails, b. Ceramic Tile c. The contractor to guarantee all systems for a period of one year.
as indicated on cover page. to be stain grade, colonial type. Contractor to give sample 1. Contractor to submit sample for owners approval. ELECTRICAL: Painted terne -- -- 20 TOWN OF SOUTHOLD
b. Provided allowance for any items that are not called out to owner prior to Install b. Painting: (Benjamin Moore or equal) E New 200 amp service is to be installed replacing existing system, if required. For 51: 1 inch = 25.4 mm,
for in the drawings and specifications that appear to be THERMAL 4 MOISTURE PROTECTION 1. Exterior - as required I pound = 0.454 i; SCTM NO. 1000-113-12-2.1
necessary to the intended scope of this project. Specor one coat rimer 4 two finish coats
primer 2. Interior - Walls - t b. All electrical systems in accordance with 2005 NEC, and the P 9•
items separately in proposal.
a. Insulation and roofing as noted on pians. Ceiling - two coats ceiling paint locations the drawings. Project sethe
SITE WORK: b. Flashing as required to be aluminum, provide alternate Trim 4 Doors - prime/2 coats paint or stain as directed. c. Exterior lighting is not to exceed 100 watts. RRg05.2.e>.5 Crickets and saddles. A cricket or saddle shall be installed on the ridge side of 2017-13
price for copper. any chimney greater than 30 inches (762 mm) wide. Cricket or saddle coverings shall be
a. As per site plan (after rough grading, final grade with 5PE61ALTY ITEMS: ALLOWANGC-5: (As required by the scope of work) sheet metal or of the same material as the roof covering. Date A
clean top soli to a minimum 6" depth). c. Cutters and leader to be white aluminum with ogee profile a. Cobinetr and Countertops, 0250 per linear ft) i
and leaf guard gutter systems and 6" leaders tied into storm a. Provide mirrors, medicine cabinets in bathrooms. Closets are to y P P RRg05.2.8.4 51dewall flashin Flashing against a vertical 5ldewall shall be b the ste flashin APRIL 2017 A-OM 1
b. Landscaping (allowance or by owner). pools. have installed one shelf with accompanying rod. Selected linen b. Flooring and Carpet ($30 per Square yard) method. 9 9 9 y p 9
�calc
closets are to ave a minimum of 4 shelves. c. Laminate flooring ($8 per square ft.)
c. Drainage, Sanitary systems and paving in accordance with d. Caulking: EQUIPMENT: c. Ceramic Tile (s(b per s uare ft.) RRg05.2.&.5 Other Flashing. Flashing against a vertical front wall, as well as soil stack, vent AS NOTED
specifications indicated on the site plan on sheet A-o I. Thiokol or approved equal on wood and between glass o. Contractor shall provide all labor and material to install p q 9 9 9
and wood. p COLORS: pipe and chimney flashing, shall be applied according to asphalt shingle manufacturer's printed
CONCRETE: 2. But I rubber between wood and masonry. items Shown, noted or specified on the drawings. instructions.
y y MECHANICAL - PLUMBING: a. Roofing Material Gertainteed or equal/submit sample to owner Drawing
b. No concrete to be poured in freezing conditions or on 3. Interior - white latex, mildew 4 mold resistant in tub 4 the caulk.
a. Provide all rough and finish plumbing as required fora b. Siding Material match exist. or Submit sample to owner CODE INFO.
frozen ground. complete job as indicated on the drawings. c. Trim Material submit sample to owner
MASONRY: EXTERIOR DOORS AND WINDOWS: c. Main Entry Door Style In accordance with style on elevations
b. Provide new exterior water spigots with frost prevention valve y y y NAILING S C H E D
a. As per plans. a. Doors raised panel colonial type on interior and as indicated on plans. devices, as required for work. See foundation plan for locations.
2
o
Q A-3
B GENERAL NOTES
THIS DRAWING, PREPARED FOR THE
SPECIFIC PROJECT INDICATED, IS AN
INSTRUMENT OF SERVICE, AND THE
PROPERTY OF ROSEBERY ARCHITECTURAL
EXISTING DECK PROPOSED REAR DECK WITH A-3 STUDIO AND JOHN D. ROSEBERY ARCHITECT PLLC.
2X8 AGQ LE06ER,2X6 ACO
DJ ® 16" OL,2-2X6 AGQ PROVIDE 51MP50N HD5A INFRINGEMENT OR ANY USE OF THIS
GIRDER,4X4 AGO P05T5 WITH HOLD DOWN AT OUT5IDE PROJECT IS PROHIBITED. ANY ALTERATION,
12" DIA. FOUNDATION 36" MI CORNER
DEPT14 OR REPRODUCTION OF THIS DOCUMENT IS
2-2X8 ALSO PROHIBITED WITHOUT THE WRITTEN
GGA GIRDER CONSENT OF THE ARCHITECT.
4X4 AGQ P05T WITH
REMOVE EX15T. 78 3'-0" 3'-0" 10'-5"
X 3'2,PATCH $ C POURED FOUNDATION 36"
CONCRETE HAUNCH
REPAIR WALL AS NOTE: CONTRACTOR TO GHEGK SLAB AT BASE OF STEPS MIN.DEEP
REQ. FOR LEVEL,GRAGK5,OROTHER t55UE5a X ST.CANTILEVER OF SECOND STORY DECK ABOVE - REPORT TO ARCHITECT A5 REQUIRED. " 2'-4" -— 5._I» 5._I» CONSULTANTS:
E IST EXIST. 8 EXIST. EXIST. - - - - - - - - JQST_ - ❑s
2' X 3' 510 X b' 2'0 X 32 2'O X 3'D 2'D X 3'2 - DIRECT
— _ — — — — --VFNT= —
-- __' tU HOLD DOWN -
o
26-7I" 0 4'-5° CL. 5+_T" p 2'-"I" 2'-7" 5'_a»o
- - - - - - - - - - - - - - - -
EXI5T.GORNER
EXIST. EXIST Q ('} IST. GO INuoUS 2- X10 HEADER - DOG { — _ �—
BATH u' v o -I- ROP. LA D 5'O"Xb'8" FRENGHWOOD 30410 5'0"Xb'8 FRENCH D I 6 _
W.I.C. D n n +� UD ROOD SLIDER DOUBLE SLIDER I EX15T.S AB — =xB N60 =�1
- 8 j { L ATTACHED TO
KITCHEN EXIST. / O I ON GRA17E STRUCTURE WITH "
DINING _ G RE N ) r� PROP. DEN " I _ _ ® EXISTING LAG BOLTS® 24" I {
6 '0 2'-b" 7 CL. N WAL� \ = I p u; REMOVE EXISTING DECK
�6 0 AREA
r' 1' '_ " Ib'-0" r = S�" r- _ (j BASEMENT R.H. { I PLATFORM. PROVIDE 2" RIGID
NOTE-
+� m / I I IMATGH EX STISNG FLOOR ER5 ON B CONTRACTOR TO
PROVIDE 2-2X10 (2) 2'0 X 6'8- { 050
I N GHEGK 8 VERIFY
HEADER BELOW GEILIN6 \� { EXISTING
FOUNDATION IN
D_ GM I » ' " tHFLLpa J - 2X10 W/2 " BTL. FLITL
4-3 2D-2 ITER Hl" I 3'-10" ANYD d REPORT
V,�
— — — — — —
REMOVE EXIST. 3 2X8 — — DISGREPANGIES
EXIST. MASTER {� I BATIiRooM „° TO ARCHITECT.
D AR
y
ALIGN UNDER INTERIOR �N,E 10
BEDROOM = 4X4 POST ZA v p I AREMOVE ALL in GOL WH POSr OPENING AflOVE 3 s
X {{ { I PIPES -�` o r 1/2" DIA.STEEL COLUMN W/ v { { r f •�
X to¢ I - N \ I v { 1/2 TOP BOTTOM PLATES
N I @) ® E o ON 24°X24"X12" POURED
W w Q3 I J I � v { { GONGRETE FOOTING `� INSULATION ;� w
►- t11 U SY I I I N x BETWEEN I { ` �' 0242'
- � , �, - �, CRAWL JOISTS �p
X —
_ - z N I � 12'-0» o ® m Q '-2"+ SPACE F OF N��
05D 1 O DINING _ I W 8X40 (BEfT€R HEAD R F i p d) PROFESSIO ERTIFICATION
LIVING ROOM _ X X Q 90 , 61RDER - i �, U- a� { { ry — --j
m Z ROOM x
-1 0 SD 79 Q�m Q m oc �'< I X
12'-0" �'-�" 1�f'-�t" i PROPOSED DEN N 8X16 �/ 8X16
�, I _ I }' PIER
MA50NRY { {
4'-2" �» WOOD BUR INC ICK o — - +'— — — { - - PIER
+� m v 8-O GLC. FIREPLACE o A-3
=1 III � w� f -
EX15T. EXIST. 0 _ I {
�i �w I ( {
m m No v v
EX1 X 4 'O EX1 . EX
1 X 4'O LINE OF 5EGOND FLOOR VE
3`0X 4'0 � ® � d)
11'-0" QL
7 PROPOSED NEW { INSULATION {
cn Qj v " I WINDOW TO BETWEEN
REPLACE
COVERED DECK - ° N EXISTING. o ° Jo15T�
N PATCH AND { { I {
f I REPAIR LL
IY� EX15TINC,WALL 1
N
A5 REQUIRED. { I
I PROVIDE
4X4 P05T 4X4 P05T 4X4 P05T 4X4 P05T I N 2XIO HALLHEADER { —
- ABOVE
2 DOCUMENTS CONSTUCTION
EXIST. EXIST.
-- -- 7/17
- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
2'8 X 52 2'8 X 5'2 - - - - - -
1 DESIGN SUBMISSION 6/17
20'-5"
No. Revision/Issue Date
NOTE: ALTERATION>ADDITION iS NOT ROSEBERY R �r
THERMALLY SEALED FROM EXISTING d DOES ll O S i
FIRST FLOOR PLAN M°TENERGY CODE-ABLOWERDOOR TEST t�^tDER PARTIAL FOUNDATION PLAN ARCHITECTURAL
SGALE 1/4" = 1'-0" PROPOSED DEN = 123 SOFT. SCALE 1/4" = 1'-0" g S'T'UDIO
EXISTING RESIDENCE = I,b3Q SO.FT.
EXISTING REAR DECK = 467 SO.FT. - =� 1029 SIPP AVENUE
EXISTING FRONT DECK = 364 SO.FT. MEDFORD, N.Y 11763
NOTES LEGEND �,.-- """ PHONE: (631) 730-1262
ELECTRICAL LEGEND
- FAX: (631) 730-5476
1. PROVIDE OVERHEAD ELECTRICAL FIXTURES FOR LIGHTING AND CEILING FANS 8. ALL DUCTS AND AIR HANDLERS ARE TO BE SEALED IN ACCORDANCE WITH NEW CONSTRUCTION ``
AS DIRECTED BY OWNER. LOCATION TO BE DETERMINED BY OWNER ENERGY CODE. sW1TGI-t - E-MAIL: rosebery@optonline.net
C --I � 1, - - EXISTING WALL TO BE REMOVED '3" INDICATES 3-WAY SWITCH WEBSITE:
� � rosebe architect.com
2. INTERIOR DOORS TO BE COLONIAL TYPE H/RAI5ED PANEL. FINAL SELECTION cl. PROVIDE HOLD 6 DOWNS AT ALL EXTERIOR OPENINGS THAT ARE -O" WIDE OR EXISTING CONSTRUCTION -0- WWW. ry
OVERHEAD LIGHT FIXTURE-
BY OWNER. GREATER OR AS NOTED ON PLANS. LIGHT SELECTION BY OWNER Project Name and Address
SHADED INDICATES EXTERIOR 1=t RE
3. PROVIDE GFGI OUTLETS IN ALL AREAS EXPOSED TO WATER AND/OR MOISTURE, 10. ALL PROPOSED WINDOWS INDICATED ARE ANDERSEN 400 SERIES WINDOW5 OCM CARBON MONOXIDE DETECTOR 0 RECESSED LIGHT FIXTURE MCHALE RESIDENCE
IN CONFORMANCE WITH NEC CODE . I.G. RATED 0 BUILDING ENVELOPE:
EGRE55 NOTE: ANDERSEN WINDOWS GW 14 AS SPECIFIED AND LARGER ARE 050 SMOKE DETECTOR LIGHT CEILING FAN
4. CONTRACTOR TO PROVIDE THRESHOLD UNDER SADDLES IN AREAS OF CONSIDERED EGRESS WINDOWS. IF ANOTHER WINDOW MANUFACTURER 15 "Ir "LIGHT" INDICATES LIGHT FIXTURE W/FAN
CHANGING FLOOR MATERIAL. SPECIFIED BY THE OWNER OR CONTRACTOR, THE CONTRACTOR MUST MAKE SURE 5825 WESTPHALIA ROAD
EXHAUST FAN-PANASONIC
THAT THE WINDOW THAT 15 BEING SUBSTITUTED IN PLACE OF THE ANDERSEN z 1^1I.115PER. GREEN VENTILATION FAN Z�D ELEG OUTLET MATTITUCK, NY 11952
5. FINISH FLOOR MATERIALS TO BE SELECTED BY OWNER. HALL FINISHES TO BE WINDOWS IS CONSIDERED AN "EGRESS HINDOW" AND COMPLIES HITH THE ,50 GFM GDNTINUOU5-30 CFM WIRE AGGORDINO TO NEG 2002
SELECTED BY OWNER. STANDARDS SET FORTH IN NYSRC 310- 5.7 50.FT. OPENING OVERALL, 24" MIN INTERMITTENT GROUND FAULT ELEG OUTLET
HEIGHT, 20" MIN HIDTH. 0 WOOD STRUCTURAL POST �GFI WIRE ACCORDING TO NEC 2002 TOWN OF SOUTHOLD
6. PROVIDE CABLE 4 TELEPHONE LOCATIONS AS REQUIRED BY OWNER. PROVIDE 4"x4" OR b"x b" DEPENDING NOTE: CONTRACTOR TO PROVIDE DOORBELL
COMPUTER ETHERNET WIRING AS REQUIRED BY OWNER. ON WALL THICKNESS AS REQUIRED BY OWNER SCTM NO. 1000-113-12-2.1
fl oject
TO BE INSTALLLEDED IN CLcct
Z. A CENTRAL AIR CONDITIONING SYSTEM 15 TO BE PROVIDED ACCORDING TO MOTE: ALL BATHROOMS ARE TO BE PROVIDED NOTE: ALL ALC COMPONENTS ARE 2017-13
OWNER. THE CENTRAL AIR CONDITIONING SYSTEM 15 TO HAVE ZONES BY FLOOR, WITH A MEDICINE CABINET AS DIRECTED BY COMPLIANCE WITH NEC,NEG
OWNER 2002 AND CHAPTERS 33-42 OF THE NYS /� _
THE AIR HANDLERS TO BE LOCATED 1N THE FIELD. THE DUCTWORK SYSTEM 15 TO RES. BUILDING CODE. Date j�,\
BE DESIGN/ BUILD IN ACCORDANCE WITH PLANS AND TO BE COORDINATED HIM APRIL 2017
1
FRAMING CONTRACTORS IN FIELD FOR FINAL LOCATIONS. ALL DUCTS ARE TO NOTE: ALL LIGHTING TO BE INSTALLED IN
BE INSULATED WITH SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED CLOSETS ARE TO BE FLOURESGENT OF ON A Scale
TO A MINIMUM OF R-& WHERE 3 INCHES IN DIAMETER AND GREATER AND R-6 COVERED FIXTURE. AS NOTED
WHERE LE55 THAN 3 INCHES IN DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER
PORTIONS OF THE BUILDING SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3 Drawing
INCHES ("76 MM) IN 3" DIAMETER OR GREATER AND R-4.2 WHERE LESS THAN 3 FIRST FLOOR
INCHES (76 MM) IN DIAMETER. EXCEPTION: DUCTS OR PORTIONS THEREOF
LOCATED COMPLETELY IN5112E THE BUILDING THERMAL ENVELOPE.
PLAN
4" ROOF VENT J L l 4" ROOF VENT J� L
ROOF
i
GEILING _
-
EX15T.
BATHROOM
F GENERAL NOTES
STRAPPING & ANCHORING SCHEDULE I I - THIS DRAWING, PREPARED FOR THE
AN
AREA HOLDDOWN USED / LENGTH NUMBER OF GAPAGITY' OF NOTES O I I SPECIFIC PROJECT INDICATED,
IO T INSTRUMENT OF SERVICE, AND THE
NAILS HOLDDOHN PROPERTY OF ROSEBERY ARCHITECTURAL
RIDGE 5IMP50N 05-20/24" MIN. LENGTH 18-8d 1005#/CONNECTION PER RAFTER 2" STUDIO AND JOHN D. ROSEBERY
TUB SECOND FLOOR ARCHITECT PLLC.
DORMER RIDGE SIMPSON GS-20/24" MIN. LENGTH 18-8d 1005#/CONNECTION PER RAFTER
INFRINGEMENT OR ANY USE OF THIS
EAVE SIMPSON H--1 AIICHOR 4-8d TO RAFTER 845#/GONNEGTION PER RAFTERPROJECT IS
8-8d TO STUD 1 UNI DRAIN @ FT. MIN. OR REPRODUCTION PROHIBITED.
THIS DOCUMENT IS
2Ib FIXTURE UNITS MAX.
2-8d TO PLATES ALSO PROHIBITED WITHOUT THE WRITTEN
DORMER SAVE SIMPSON H-7 ANGHOR 4-8d TO RAFTER g45#/GONNEGTION PER RAFTER CONSENT OF THE ARCHITECT.
8-8d TO STUD EXIST.
2-ad TO PLATES EXIST. — —BATHROOM -
- BATHROOM —
CEILING TO WALL SIMPSON GS-20136" MIN. LENGTH 26-8d 1005#/GONNEGTION PER STUD — _
EXIST. - - - - - - - -
KiT.SINK�_ _ -1 — — — —
FLOOR TO FLOOR SIMPSON CS-20/36" MIN. LENGTH 26-Sd 1005#/CONNECTION PER STUD I- — — — — — — — — — — — -- ( _ I CONSULTANTS:
015HWA5HER I WASHER
SIMPSON HD-5 HOLDDOWN 5/8"THREADED ROD 3850#/CONNECTION AT ALL CORNERS OF SECOND2010
ANCHOR 2 BOLTS @ 7/8" STORY FAV..
(2-2" " O
FLOOR TO FOUNDATION SIMPSON HD-7 3/4" ANCHOR BOLT 6825#/CONNECTION AT FOUNDATION CORNERS L' SHOWS FIRST FLOOR
OPENINGS GREATER THAN HOLODOWN ANCHOR 2 BOLTS @ -1/8" FROM BOTTOM OF WALL
6 _pPLATE TO FOUNDATION
NOTE ALL STRAPING INDICATED MEETS OR EXCEEDS THE REG2UIRMENTS IN THE WOOD FRAME CONSTRUCTION MANUAL 4" D2RAIN @ 1/4" FT.MIN. DRAIN @ FT. MIN.
216 FIXTURE UNITS MAX. 216 FIXTURE UUNNITS MAX.
NOTE: ALL STRAPING TO BE 1 1/4" W 20 GA. GAL\/. MIN 12" BEARING ON FRAMINO MEMBERS I NAIL G.O. G.O. G.O.
SEE STRAP DETAILS ON SHEET A-0.2.
TO EXIST.
SANITARY EXIST.HOMETW
SYSTEM
BASEMENT
NOTE: EXISTING BATH TO BE REMOVED - NO NEW
WORK PROPOSED, POST CONSTRUCTION RISER
PLUMBING RISER DIAGRAM DIAGRAM VID ARch',r
NOT TO SGALE �.
r.
SANITARY DRAINAGE VALUES IN FIXTURE UNITS
WATER SUPPLY VALUES IN FIXTURE UNDER TABLE 3004.1 NYS RES. CODE tp
E3 /AUNITS UNDER TABLE 2403.6 NYS RES. � o2a2�' ,yon
- CODE I KITCHEN SINK @ 2 FIXT. UNITS EA. = 2 TOTAL ATF OF
A-3 A-3 I KITGHEN SINKS 1.4 COMBINED- 1.4 TOTAL I DISHWASHER @ 2 FIXT. UNITS EA. = 2 TOTAL PROFESSIO AL CERTIFICATION
I DISHWASHER 1.0 HOT = 1.0 TOTAL I WA5HIN6 MAGHINES @ 4 FIXT. UNITS EA. = 4 TOTAL
I WASHING MACHINES = 1.4 COMBINED = 1.4 TOTAL 3 BATHROOMS @ 13 FIXT. UNITS = 13 TOTAL
3 BATHROOMS @ 3.6 EACH = 10.8
---E>US� - - - - - - - - - - - - - -- - - -EXIc.T.- - -€XIST.- - - - - - - - - - - - - - - - - -
r — 2'0 X 3'0 2'a X 5'2 2D X 5'2 HOSE B11355 -(2) 5 TOTAL TOTAL FIXTURE UNITS = 21 D.F.U.
I TDTAL FIXTURE UNITS = 14.6 USING A 4" SANITARY MAIN, DRAINAGE IS
� ADEQUATE FOR UP TO 216 FIXT. UNITS AT A
WATER SUPPLY IS ADEQUATE FORA 3/4" 1/47 FT. MIN PITCH ACGORDING TO TABLE P
SERVICE UNDER TABLE 2903.7 NYS RES.CODE 3005.4.2 NYS RES. CODE
EXIST.-r-ir 3'-0" 1T-4"
BATH r- bEXIST. PIPE PROTECTION AGAINST PHYSICAL DAMAGE.
.l e� BEDROOM PROVIDE ATTIC, IN CONGEALED LOGATIONS,
+ + AGGE%FOR WHERE PIPING OTHER
STORAGE , THAN BLACK OR GALVANIZED STEEL IS INSTALLED
OSD THROUGH HOLES OR NOTCHES IN WOOD STUDS, JOISTS,
4'-O" KNEE WALL RAFTERS OR SIMILAR MEMBERS LESS THAN 1.75
050 ,1 INCHES (44.45 MM) FROM THE NEAREST EDGE OF THE
MEMBER, THE PIPE SHALL BE PROTECTED BY SHIELD
515TEFZ NEW 2X8
FLOOR JOISTS TO PLATES COMPLYING WITH ANS{ LS-{
% Ie, + EXISTING 2X6 FRAME
sf + 0 2 CONSTUCTION 7/17
14-0 e - - - - - - - o
o- � � " s. OSD Z� — — — — — — — — � � DOCUMENTS
GM _
LL 1 DESIGN SUBMISSION 6/17
NOTE: EXTEND AIC,�� 0 EXIST. X SUPPLY a MECHANICAL '
OSD +b0 BEDROOM Z N VENTILATION THROUGH 2Xb COLLAR TIES @ No. Revision/Issue Date
C
NEW SPADE,MINIMUM OF Ib"D.G. KITH R-25 l
O 2 SUPPLY DUCTS INSULATION BETWEEN ROSEBERY
O
EXIST — x`� x1sT.RIDGE _ ;'� _ w1 °°w ARCHITECTURAL
BEDROOM 8'-0" GL6. 05D PROPOSED o INSTALIRIDGE PENT I STUDIO
e0 SITTING ROOM j
1029 SIPP AVENUE
e� + Z I I I MEDFORD, N.Y 11763
+ - fl PROVIDE 3OX30 ATTIC, AGGE55 TO
ryQ n, 'L 4-O GL6_ 4 FIRST FLOOR ATTIC, PHONE: (631) 730-1262
2'-10" II'-0" 14'-Q" - AT HIGHEST AGGE55 POINT,
— — — I FAX: (631) 730-5476
- - - - - - - - - - - - - - — C.00RDINATEWITH OWNER
4 0 b-b 3 11 4-0 3 1 -- E-MAIL: rosebery@optonline.iiet
11 ,_ " � " �_ " � " �_„ WEBSITE:
www.roseberyarchitect.com
Qi 1 Project Name and Address
4'-O" KNEE WALL � MCHALE RESIDENCE
EXIST. EXIST.
2'10 X 34 210 X 34
FGRE- "T Eco % 1 ( 5825 WESTPHALIA ROAD
MATTITUCK, NY 11952
I 1
TOWN OF SOUTHOLD
SCTM NO. 1000-113-12-2.1
Piojeet SLcct
2fl17-13
NOTE: EXTEND WHOLE HOVE MECHANICAL
VENTILATION h ARTIFIGIAL LI61-ITIN6 TO Datc
51TTIN6 ROOM. ARTIFIGIAL LI6HTIN6 TO BE APRIL 2017 A-2-
INSTALLED TO AN ILLUMINGATION OF 6
FOOT CANDLES.
Srn1e
AS NOTED
SECOND FLOOR PLAN Drawing
SG.ALE 1/4" - I'-O" EXISTING RESIDENCE - 1,111 SG.FT.
AREATO 8E ALTER-ED = 322 SQ.FT: SECOND FLOOR
PLAN
F
fJ
PROPOSED 18X24 `- PROPOSED ALTERED EXI5TIN6 ELEVATION =_
EXI5TIN6 DORMER
OVAL WINDOW �'��- ELEVATION
BEYOND
e
GENERAL NOTES
OZ � OZ
N ( THIS DRAWING, PREPARED FOR THE
'I III fill„ . ., .
SPECIFIC PROJECT INDICATED, IS AN
EXISTING END VENT �``
EXISTING CHIMNEY I INSTRUMENT OF SERVICE, AND THE
if III "Hill I I ill III if III it t I I � PROPERTY OF ROSEBERY ARCHITECTURAL
BRICK
STUDIO AND JOHN D. ROSEBERY
CHIMNEY /� - ��
I ARCHITECT PLLC.
III III If
III III lri-_i I
III III IlIT-44 III III _1- - EXISTING ROOF PROJECT SEPROHIBITED. ANY ALTERATION
ildli III III Ill--t-Ll 11 _- 11 1 _ -- -- - I OR REPRODUCTION OF THIS DOCUMENT IS
EXISTING 61RDER d PROPOSED DOUBLE HUNG I ALSO PROHIBITED WITHOUT THE WRITTEN
TRIM BOARD 3'0 X 410 WINDOW -- - -- CONSENT OF THE ARGHlTEGT.
EXTERIOR 5101%TO ENCLOSED DENtr . 1,
-.
MATCH EXISTING Ip
PROP05EP 5LIDIN6 EXIST. CONSULTANTS:
EXISTING DECK DOORS - - EXISTING WINDOW
PROPOSED DOUBLE PROPOS BEYOND
HUNG WINDOWS HUNG WI
I FT
- —
I III I If IIII III III III III III I
PROP05ED --
1 I WITH 3'-O" RAILING
FIN15H FLOOR = O'-O" FIN15H FLOOR = 0'-0"
----
I If 1111 111 111 111 111 11
I all
I I ( I
PROPOSED REAR I II
I
DECK i I
- - - - - - - - -I
EX15T. INFILL
ADDITION EXI5TIN6 VENT
I
1
I ��vEo ARcF-iy'r
Gj o�N�E: R pSF F
L— — — — — — — — — — — — — — — — — —
-�CWEST ELEVATION PARTIAL SOUTH ELEVATION .�, .��
SCALE 1/4" = 1'-0" SCALE 1/4" = 1'-0"
PRO r�'ONA��. IFICATION
PROP05ED ISX24 OVAL
WINDOW EXI5TIN6 RID6E-
PROVIDE RIDGE VENT IF
ONE 15 NOT
_ I_T __ ` CONSTRUCTED
PROP05ED DORMER
EXI5TIN6 DORMER
BEYOND T . _ BEYOND
R-25 INSULATION fl to
PROP05ED WIDENED
III Ilk III III 1111 -T—rillf III I IV
cc cc c c cc I - IG
" ` ° EXISTING SUPPORT OPEN NG ' ': I_`_, ; ; R 1 A INST L A
.�: .: .. . . . . . .. : � . L TI A TT
- I i. ._1 i -u w- --\ u 111 n 1T1-ITIT I� i� l� -- — -- ` K BAFFLE
VENTILATIONASREQUIRED FOR
EXISTING 2X10 RID6E - - - I
PROVIDE R106E VENT IF
ONE 15 NOT - ®_ — r — r -- — - PROPOSED 2X4 FRAME 2X8 FJ 5 TO O ,
CONSTRUCTED fill TI-f SUPPORT EXISTING 2X6 FRAMING / Q w" i 1 is R-IS INSULATION
EX15TI'N6 ROOF - T1 0 1 1 1 1 1 1 1 EXI5TIN6 SUPPORTPROPOSED SITTING BEEN D
ASSEMBLY (T T f " I Tl 1 TT T T`11 i EXISTING ROOF BEYOND
14'-3" t t t w i w w i www w w't i A i ASSEMBLY ROOM
R-25 BATTQ'-10" CONTINUOUS 2-2X10 '`i - PROP05EP FLOOR A55EMBLY
IN5ULATION HEADER R-15 INSULATIONI FLOOR J015T5 515TERED TO 2Xb CEILING
�� FINISH FLOOR BY OWNER OYER 2X8 2 CONSTUCTION 7/17
PROP05ED EXTERIOR WALL- J015T5 AT Ib" O.G. PROVIDE 5 1/4" DOCUMENTS
HORIZONTAL VINYL SIDING w H INSULATION A5 INDICATED. 1/2" GYP. 1 DESIGN SUBMISSION 6/17
W SX 40 BETTER 3-2X10 WITH I" STEEL (TO MATCH EXI5TIN6) OVER PROP. LAUNDRY/ BOARD ON GEILIN6 BELOW.
GHEGK,REPAIR OR ADD ,-0"
A5 REQUIRED,SOFFIT HEADER FLUSH GIRDER FLITGH 1/2" R1610 INSUL.
VENTING (R-3.b)OVER TYVEX BDG MUD / No. Revision/Issue Date
PAPER, 112" GDX PLYHOOD /
PROPOSED DEN PROPOSE SHEATHINGEXISTING EXTERIOR,{2) 2x4 TOP \ / WALL A55EMBLY EXISTING DECK ROSEBERY
EXISTING WALL p PLATE,2x4 STUDS ® I6" o,G„ EXISTING COVERED o , EXISTING DINING
ASSEMBLY -1 DEN OPEN (1) 2x4 BOTTOM PLATE,4" EXI5TIN6 P05T 1 / CL.
OPEN TO BEYOND TO (R-15) BATT INSULATION, a PORCH �, sPEor ROOM OPEN BEYOND
BEYOND
- ARCHITECTURAL
BEYOND 1/2" GYP- BD. I III III
NOTE: PROVIDE RAILING IF EXI5TIN6 DEGK pill 191 \\ STUDIO
HEIGHT ABOVE EXI5TIN6 A55EMBLY c� rrur� l
" GRADE EXCEEDS 18" / 1029 SI PP AVENUE
FINISH FLOOR = 0-0 FINISH FLOOR = 0'-0"
MEDFORD N.Y 11763
rr.,.,..a...�.......x.,.�)................... ... .............. . ...... ..n..,......................,........,..."xx,....,. ,..... ROP R R G
3 1 A A AAA A 313 I I I1 1 A 11 AA it AA
.................... ......................... _ WITH 2X8 AGQ. LEDGER
EXISTING 2X&FJ !6" O.G. 2X6 DJ® ib" O.G., I EX15TI " O.G. EXISTING 2X8 FJ® Ib" O.G. PHONE: 631 730-1262
EXISTING 2X8 FJ® Ib O.C. ( )
EXISTING CRAWL SPACE 2-2X8 GIRDER WITH 4X4 FAX: (631) 730-5476
I I PO5T5 AND 12" DIA, I I EXI5TIN6 BATT
I I FOUNDATION x 36"MIN. I � iNSULAr1oN E-MAIL: rosebery@optonline.net
DEPTH I I I � WEBSITE:
L J I I I ,� EXISTING BASEMENT
POURED CONCRETE WWW.roseberyarchitect.com
i.- -�
HAUNCH AT BASE OF I
STEPS Project Name and Address
I MCHALE RESIDENCE
EXISTING CONCRETE I �
SLAB I
PROVIDE 5LEEPER WITH RIGID
INSULATION BETWEEN To RAI5E 5825 WESTPHALIA ROAD
TO FLOOR HE16HT MATTITUCK, NY 11952
TOWN OF SOUTHOLD
SCTM NO. 1000-113-12-2.1
Project Sheet
SECTION A-ASECTION 13-132017-13
A 5GALE 1/4" = 1'-0" B SGALE 1/4" = —O" Date
APRIL 2017 A-3_
Scalc
AS NOTED
Drawing
ELEVATIONS
AND SECTION
NOW
THE RESIDENGE MUST BE TESTED BY H 2-10a NAILS _r
DRYWALL CAULKED TO TOP PLA A THIRD PARTY RATER FOR AIR ROOF RAFTERS 2X4 GOVT•LATERAL
EXTERIOR SHEATHING GLUED O LEAKAGE. THE MAA5 PER PLANS MAXIMUM ALLOWABLE BRACE AT 6'-0"06.
GASKETED TO TOP PLATE RATE OF AIR LEAKAGE AS VERIFIED 2X4 WD FRAME CEILING JOISTS(AS PER PLAN)
BY THE AGH 50 TEST 15 5 AIR r MENvwALL AT Ib"O.G. TYP.
CHANGES PER HOUR. THE TEST IS TO ATTIC GENERAL NOTES
BE PERFORMED AT ANY TIME ,AFTER O-bd NAILS
TAPED OR SEALED JOINTS IN THE GREATION[AND GOMPLET►ON] OF %%F - /%` THIS DRAWING, PREPARED FOR THE
EXTERIOR SHEATHING ALL OF THE REQUIRED BUILDING BLOCKING AT 2 SPECIFIC PROJECT INDICATED, IS AN
BAYS TYP.a INSTRUMENT OF SERVICE, AND THE
PENETRATIONS. A WRITTEN REPORT 4'-O"O.G. PROPERTY OF ROSEBERY ARCHITECTURAL
OF THE RESULT OF THE TEST SHALL 2X4 NAILER GABLE STUD AT STUDIO AND JOHN D. ROSEBERY
EXTERIOR SHEATHING GLUED OR BE SIGNED BY THE PARTY
I/2" 6A.B.46E 5d Ib"O.G.W/65-20 ARCHITECT PLLC.
GONDUCTINC THE TEST,AND SHALL BE COOLER NAILS AT-5 STRAP TO WALL STUD
GASKETED TO BOTTOM PLATE FLOOR BRACING ENDWALL DETAIL O.G. TYP. STRAP
INFRINGEMENT OR ANY USE OF THIS
PROVIDED TO TILE GODS 1TYR
NOT TO SCALE
j ENFORCEMENT OFFICIAL. BLOCKING AT 2 BAYTYP.a 4'-0" O.G. PROJECT IS PROHIBITED. ANY ALTERATION,
6520 COIL STRAP
2X4 NAILER FOR OR REPRODUCTION OF THIS DOCUMENT IS
APPROVED EQ.
A PERMANENT CERTIFICATE 6ABLE STUDS OVER BY SON OR ALSO PROHIBITED WITHOUT THE WRITTEN
SHALL BE COMPLETED 2X4 NAILER BY THE 10-bd NAILS CONSENT OF THE ARCHITECT.
BUILDER OR REC-15TERED DESIGN DBL.RIM J015T
EXTERIOR SHEATHING GLUED OR PROFESSIONAL AND POSTED ON DBL. TOP PLATE
0A5KETED TO SILL PLATE A WALL IN THE SPACE WHERE THE 2X WALL FRAME
FURNACE IS LOGATED, A UTILITY AT Ib"O.G. -SEE
ROOM OR AN APPROVED FLOOR PLANS FOR CONSULTANTS:
SILL PLATE INSTALLED OVER SILL LOCATION INSIDE THE BUILDING. WALL THICKNESS CEILING BRACING/
GASKET
GABLE ENDWALL DETAIL
NOTE: SHADED COMPONENTS
UJ NOTTO SCALE
DESIGNATE AIR FLO RETARDER 2'-8" MIN.
SYSTEM DBL. 2X4 TOP PLATE
j I 1 TYP.
USE bd COMMON NAILS 0 12"
Il ,lllil �I'III I':;j O.G. AT FIELD AND 6"
EDGES -REFER.TO PLANS
AIR BARRIER DETAILS & NOTES I�11l1�� 'll�+ f III''. FOR DE516NATED AREAS
I `l 11�i�I l' 1�11I�+ ll1j 1 I! 2X4 BLOCKING TYP.
ROOF 5HINGLES. SEE ROOF PLAN FOR ADDITIONAL INFO. I,�flb��„ , ;,, I;;I� I�!, , I BL SEAM AT ALL
PROVIDE ICE WATER SHIELD TO 24" f N51DE EXTERIOR III
ENO I�i'i l l f, �p' '!II i) I BLDG.CORNERS
WALL,OVER ALL FLASHING AND GUTTER ATTACHMENT _ I ( I F 2X4 WD STUDS AT
I, Ilii Ib"o c.TYP.
t r,
�• HARDWARE IN ACWRDANGE WITH 5EGTION q05.2.1.1 W5 =�- I Il,li,l'.I I`IIUI I lig l;�;l( i `III "
!/2 t.Dx EXTERIOR sRADE
cODEJ +1—= , I I II I k I III APA 40/20 PLYWOOD F'R01/IDE SOLID BLOCKING AT PLYWOOD SEAM5 P. E n A–R
ALL C /,SHEATHING TYP.2"X ROOF RAFTER5.5EE PLANS FOR ADDITIONAL INFO.
REFER TO ELEVATION. '� F
SHEATHING TO BE APPLIED a
MAINTAIN I" AIRGAP FOR ROOF VENTING.PROVIDE +, 1 f ! I i iii VERTICALLY ACCORDINGfT` CA.
> VENTILATION BAFFLES A5 REQUIRED. NOTE: INTERIOR WALL =� II� I I�II;i� TO NYS RES.GODS C7 Z
602.10.4 METHOD WSP Lu
(1) LAYER OF KRAFT FAGED BATT IN50LATION BETWEEN wEATHlN6 TO BE :I i I' i,! I I
—CEILING JOINT5 AND{l)LAYER OF UNFAGED BATT
BOARD _=_moi=_--- I I�11 (IIl I II I I I'„ (WOOD STRUCTURAL PANEL
` I �"" TO BE USED :t,
INSULATION PERPEWIGUL.AR TO CEILING J015T5.5EE -- , fil!',.{III I; HOLDDOWN AT CORNER SEE L��I
SECTIONS FOR ADDITIONAL INFO — - — STRAP'SCHEDULE t 02;Z"h -O
5
AT
\� RIM JOIST AS PER PLANS " 22X4 ORIF2Xb CORNER RAFTER O F N�
51MP50N H2.5 HURRGANE 5TRAP5 EVERT RAFTER UNLE-55 2 -8 MIN.
OTHERWI5E NOTED 5EE DETAILS PROVIDE STRAP OVER SEE FRAMIN6 DETAIL 2Xb SHOWN
RIGID IN5ULATION. PLYWOOD AS REQUIRED PROFF.SSTOT`7AT TRTIFTCATION
,PRAY FOAM 5EALANT ELEVATION PLAN VIEW
)F ALL WALLS ALUMINUM GUTTER
IX -PRE-PRIMED FA5GIA BOARD-HRAP W/ALUM. FA5GIA
.AULK OR 5PRAY FOAM � GLADDING TYP.TWOUGHOUT UNLE55 OTHERWISE NOTED
1/2" DRIP EDGE TYPIGAL 3 SHEAR WALL/ BRACED WALL DETAIL
PLATE WITH 51LL 5EAL. CONT. I" SOFFIT VENT WITH PERFORATED 5OFFIT MATERIAL OF NOT TO SCALE
BATT INSULATION.5EE INTERIOR EXTERIOR APPROVED PE5T ME5H,OR 5GREENED VINYL SOFFIT,5EE DRAWING5
ADDITIONAL INFO. W00®STUDS. 510ING.5EE ELEVATIONS.
RIGID INSULATION.
5EE GONSTRUGTION PLAN. TYVEK HOU5E WRAP OR EQUAL.
1/2" GYP5UM WALLBOARD 1/2"EXT.GRADE PLYWOOD.
2X4 EXTERIOR WALL AIR SEALING (2 OXIO" W/1/2"
FOR AIR SEALIN9 REWREWRIV-NOT TO SCALE PLYWD SPACER TYP.
OR AS PER
M 524✓RAFTERNTIE SPLICE LENGTH
BY SIMP50N OR EQ.
TYP. AT WIN. HDR.
R.R.AT lb" OL.
AS PER PLANS
UDU5 BAND OF 5EALANT DBL.TOP PLATE AT SPLICE DIRECTLY 0!"S WH"SM tVAp.B
GONTIN
SECOND FLOOR OR OVER STUD TYP. Q.-.��!�•Q"'r� Fel.!�'l.IGL l>L�1N MIA" ONlJ�Cil 947E�9PL.IG!'
AT LOCATIONS SHOWN AT SINGLE STORY THR0116HOUT 12 2 5
I/2" GYP.BOARD ON CEILING
DOUBLE TOP PLATE
DBL.TOP PLATE 16 2 6
BATT OR FOAM INSULATION ° \-51MPSON Hr TYP. THROUGHOUT 20 2 e RAFTER CONSTUCTION
1I2" GYP.BOARD ON
SIDING,TYVEK PAPER OVER I"R1G1D TIE TYP. 24 4 10 2 DOCUMENTS 7/17
WALLS d TRIM WALL FRAME AT Ib"O.G. 32 4 11
4 13 1 DESIGN SUBMISSION 6/17
INSIA_ATION I" PLYWOOD SHEATHING I 1/4"X240 20
INTERIOR WOOD TRIM 2-2X HEADER WITH RIGID INSULATION
HEADER STRAPS TYP. -REFER TO PLANS 364 14
GONTINOU5 BAND OF CAULKING AT BETWEEN(5EE PLAN5) AT 2ND FLR. EXT. 40 6 16
LOGATION5 5110WN2X4 PLATE wNDow WALLS 50 b 20 No. Revision/Issue Date
WINDOW BEAD OPEN145
60 10 24
Ib
2"XWALL FRAME ROSEBERY
AT Ib"O.G. I. TABULATED SPLICE LENGHTS ASSUME TDP PLATE-TD-PLATE CONNECTION
USING 2-lbd NAILS PER FT. FOR SHORTER SPLICE LEN6THS,THE NAIL SPACING ARCHITECTURAL
SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT NUMBER OF NAILS.
INSULATION AROUND HEADER -2X4 WALL 11/4"X24"20 6A6E 2. TABULATED SPLICE LENGH5 A55UME A BUILDING LOCATED IN EXPOSURE B OR G. STUDIO
JACK STUD STRAPS TYP.
SGALE: N.T.S. AT 2 51DE-5 OF OPENING 3. TABULATED SPLICE LEN6HT5 ARE BASED ON b FT.WALL HTS.FOR OTHER WALL
HS.,H,THE TABULATED UNIT LATERAL LOADS SHALL BE`MULTIPLIED BY H/b. 1029 S I P P AVENUE
4. TOP PLATES SHALL BE A MINIMUN OF STUD 6RADE MATERIAL. MEDFORD, N.Y 11763
RIM J015T
20 GAGE 5 TOP PLATE SPLICE DETAIL PHONE: (631) 730-1262.
I IM x25
LSTRAPS TYP. NOT TO SGALE N.r.S. FAX: (631) 730-5476
=1_11. FA HEADER AT EACH STUD
E-MAIL: rosebery@optonline.net
R-15 3" RIGID INSULATION. - AGQ SILL PLATE
WEBSITE:
SEAL ALL 5EAM5 AROUND
www.roseberyarchitect.com
RIGID INSULATION WITH SPRAY 4 WALL STRAPPING DETAIL
FORAM Project Name and Address
FOR 1-STORY STR r_n RE N.TB.
MCHALE RESIDENCE
CONTINUOUS CAULK OR SPRAY NOTE=IF INSTALLING STRAP nes OVER cox PLY 4000,
FOAM SEALANT AT ALL TOP IUP PC.OPPPERDE I�I KK 50#
ESSHi�TYP. nEE IGAOPPEIER SSHTAOLL NOT
\ \ PLATES AND SILL PLATES DIRECTLY CONTACT THE GALVANIZED STRAPPIN6
5825 WESTPHALIA ROAD
(::)\_CONSTRUCTION DETAILS MATTITUCK, NY 11952
CONTINUOUS CAULK OR 5PR NOT TO SCALE
TOWN OF SOUTHOLD
FOAM IN ALL 5EAM5 OF w
5UBFLOOR TO CREATE AN AIR a° d
SEAL FROM FIRST FLOOR TO
BASEMENT >/IX SCTM NO. 1000-113-12-2.1
%iX /ice
(2) 2Xb AGO SILL PLATE WITH a ��\��\�. Pr<,i� sheet
2017-13
CONTINUOUS ALUMINUM TERMITE
SHIELD AND SILL SEAL / APRIL 2017 A-4_
N Data
INSULATIO
I.cale
AS NOTED
AIR SEALING AT SILL PLATE
SCALE. N.T.S.
Drawing
AIR SEALING DETAILS CONSTRUCTION
N�TTO SGALE
DETAILS