HomeMy WebLinkAbout38881-Z z�=z..> Town of Southold Annex
�yi1fF0�,��;� 10/2/2014
P.O.Box 1179
: 54375 Main Road
�► W, Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37188 Date: 10/2/2014
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 3320 CR 48, Mattituck,
SCTM#: 473889 Sec/Block/Lot: 141.-3-13
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
5/1/2014 pursuant to which Building Permit No. 38881 dated 5/13/2014
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:
SINGLE FAMILY DWELLING WITH TWO CAR GARAGE AND COVERED SIDE ENTRY AS APPLIED FOR
The certificate is issued to Pike,Beth&Ianno,Matthew
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0072 09-29-2014
ELECTRICAL CERTIFICATE NO. 38881 08-19-2014
PLUMBERS CERTIFICATION DATED 09-22-2014 George Berry
A Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
' TOWN CLERK'S OFFICE
SOUTHOLD, NY
�
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 38881 Date: 5/13/2014
Permission is hereby granted to:
Pike, Beth & lanno, Matthew
655 Leslie Rd
Cutchogue, NY 11935
To: construct a new single family dwelling with attached two car garage as applied for
At premises located at:
3320 CR 48, Mattituck
SCTM # 473889
Sec/Block/Lot# 141.-3-13
Pursuant to application dated 5/1/2014 and approved by the Building Inspector.
To expire on 11/12/2015.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,332.40
CO -NEW DWELLING $50.00
Total: $1,382.40
X" aa ,
Building Inspector
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.
New Construction. `� Old or Pre-existing Building: (check one)
Location of Property: cooyl- ko, -1(g �—
House No. treet Hamlet
(�
Owner or Owners of Property: 1' t kp,_,
Suffolk County Tax Map No 1000, Section f�� Block 3 Lot 13
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
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Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 �� roper.riche rt(cD-town.southold.ny.us
Southold,NY 11971-0959
lycoum,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Beth Pike
Address: 3320 CR 48 City: Mattituck St: NY Zip: 11952
Building Permit* 38881 Section: 141 Block: 3 Lot: 13
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: home owner DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic X Garage X
INVENTORY
Service 1 ph 200a Heat 1-gaE Duplec Recpt 39 Ceiling Fixtures 11 HID Fixtures
Service 3 ph Hot Water elec GFCI Recpt 8 Wall Fixtures 11 Smoke Detectors 6
Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt 1-30 Emergency FixtureTime Clocks
Disconnect 200a Switches R43 Twist Lock Exit Fixtures 9 TVSS
Other Equipment: 3-exhaust fans, 6-paddle fans, 2-ARC fault circuit breakers, 1-well pump,
1-20a feed for future dish washer
Notes:
Inspector Signature: Date: Aug 19 2014
81-Cert Electrical Compliance Form.xls
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Town Hall,53095 Main Road p . Fax(631)765-9502
P.O.Box 1179 'y�o a� Telephone(631)765-1802
Southold,New York 11971-0959 1 � �►
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Dater
Building Permit No. J
Owner:
(please print)
� ,
Plumber: efI ' T +�-y
lease print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
#Ao
b6 SignattuV
Sworn to before me this
day of 20
Now
; Yafi�
No at8E489
Notary Public, County X� �1� /'r
OF SO(/l�o
TOWN OF SOUTHOLD BUILDING DEPT.
76S-1802
-�ANSPECTION
14-FOUNDATION 1 ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: sf ��
DO NOT PROCEED WITH
FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION
HAS BEEN APPROVED.
DATE �� �� / INSPECTOR
l � 1
SOUIyo
co
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[
;,.,F�ONDATION 1 ST [ ] ROUGH PLUMBING
[ FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION n [ ] CAULKING
REMARKS:—,2 ��•
DATE i9611-71W INSPECTOR
i
Of SO(/j�o�
CA
coo
` TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE `7 INSPECTOR
i
o��pf SO(/lyo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTON
[ ] FOUND IST [ ROUGH PLUMBING
[ IF NDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE !� INSPECTOR
88 �O��OF SOplyo�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTI "
[ ] FOUNDATION 1 ST [ ] R GH PLUMBING
[ ] FOUNDATION 2ND [ INSULATION
[ ]
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE - y �NSPECT0R
r4f s 0
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUNDATION I ST ROUGH PLUMBING
FOUNDATION 2ND INSULATION
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION ] CAULKING
REMARKS:
DATE VlfI4 -INSPECTO
f
3rgsOUj
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTIO
[ ] FOUNDATION IST [ ] ROUG LUIN
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ]
FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] CAULKING
REMARKS:- �� ,�4
v
DATE NSPECTOR 7�
i
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STATE ENERGY
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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) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
`f Flood Permit
Examined (3,20 D Storm-Water Assessment Form
tact:
Approved 13 20_1_f ApR 3 2014 Mail to:
Disapproved a/c
� nr T 1.ula^. ILIT. ...
:0iJ7'i,3LD Phone:
Expiration ,20 1$
Building nspector
APPLICATION FOR BUILDING PERMIT
Date ��� , 20J*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 de,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
-a
( ignature of applicant or name,if a corporation)
6-) 064;
kiwailink address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
fDLLQ0_)
n 0
Name of owner of premises �_'_ Yt XA
(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 of land on which propo d work will be one: "
House Number Street Hamlet
County Tax Map No. 1000 Section H t Block 0� Lot '
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended us d occupancyof proposed construction:
a. Existing use and occupancy 1 A_c)tj
b. Intended use and occupancy ( V IS2 M i4c
3. Nature of work(check which applicable):New Building V- Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 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.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14.Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor g2,r Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* 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
* 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
* 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 best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Swornp before me this /
day of ( _20f
Notary Public
VICKI TOTH Signature of Applicant
Notary Publ;c Stat of New York
No.01`f061�0696
Commission Ezgiress Ju yCounty01
SCO*,,- A. Russell 10 53 k James A. Richter, R.A.
i SUPERVISOR Michael M. P.E.
z Collins,
SOUTHOLD TOWN HALL-P.O.Box 1179 �'j 53095 Main Road-SOUTHOLD,NEW YORK 11971
Telephone#: (631)-765-1560 Fax#: (631)-765-9015
MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US > JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US
Office of the Engineer
Town of Southold
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
( TO BE COMPLETED BY THE APPLICANT )
PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER: (If Different from Applicant) , 2
NAME: 0A k1 CM .e 51 Q yx NAME: �-�'1- 1 4h 4Al
I
ADDRESS: p0 {�j (p?j Z ADDRESS:
Telephone Number: �0 7r� Slip& Telephone Number:
Completed Applications can be picked up at the Engineering Department after being notified by the Department, or;
it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11" Envelope& Appropriate Postage.
i
DATE: Property Address / Location of Construction Work:
S C T M #: 1000 � J��
District SecTon Block Lot
Required Documents for Stormwater Review:
Copy of Complete Building Permit Application.
Stormwater Management Control Plan. (2 Sets)
Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are
created,and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced.
OK De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review!
Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction
with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work.
A Complete Description of the Scope of Work Proposed under the Building Permit Application.
A Completed StqTkwater Review Checklist. If No or NA are Indicated, Justification is Required.
* ** FO I EERING DEPARTMENT USE ONLY ****
Reviewed By,/"' .. 4,4Dater '
A, provA:
A`d'ditional Information Required:
i
� V
FORM # SMCP-TOS JAN 2014
CHAPTER 236 `
0SI*FqIr STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST
APPLICANT: (Property Owner,Design Professional,Agent,Contractor, her)
DATE: g �`
NAME: r�qt✓ A,(- P1 k-L
Ol S C T M #: 1000 Telephone Number:
District Section Block Lot
S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided!
1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here!
show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper.
a. Location& Description of Property Boundaries
b. Total Site Acreage.
c. Existing -Natural & Man Made Features within 500 L.F.
of the Site Boundary as required by§236-17(Ck2).
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water.
e. Limits of Clearing & Area of Proposed Land Disturbance.
f. Existing & Proposed Contours of the Site (MinimumZ Intervals)
g. Location of all existing & proposed structures, roads,
driveways, sidewalks, drainage improvements& utilities.
h. Spot Grades& Finish Floor Elevations for all existing&
proposed structures.
I. Location of proposed Swimming Pool and discharge ring. p opsDate. - er
j. Location of proposed Soil Stockpile Area(s). APPFO
VCU Uy
k. Location of proposed Construction Entrance/Staging Area(s).
1. Location of proposed concrete washout area(s).
M. Location of all proposed erosion&sediment control measures.
ff
2. Stormwater Management Control Plan must include Calculations showing E WSPEC,I WINIS ARE REQUIRED
that the stormwater improvements are sized to capture,store,and infiltrate ContactEngineering at 765-1560 before
on-site the run-off from all impervious surfaces generated by a two(21 inch Backtill, Provide Engineer's Certification
rainfall/storm event. that the drainage has been installed to
Code-
3. Details&Sectional Drawings for stormwater practices are required for approval.
Items requiring details shall include but not be limited to:
a. Erosion&Sediment Controls. EDIMENT CONTROLS
b. Construction Entrance&Site Access. Shallinclude but not be limitad to.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) A well maintained Constriliction Entrance,
d. Leaching Structures (e.g.infiltration basins,swales,etc.) Wire Backed Silt
Seeding of e
FORM , SWCP Check List -TOS JAN 2014
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_ ne(631)765-1802
631)765- 5
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n.southoltl.n .us
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APPLICATION FOR ELECTRICAL IN
REQUESTED BY: Date:
Company Name:
Name-
License No.:
Address- U 0
Phone No.: is
JOBSITE INFORMATION: (*Indicates required information)
*Name: �L (c�--
3
*Address: 33 ZO 2'77 Irl
*Cross Street: --
i
*Phone No.: #
Permit No.:
Tax-Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
. 4
(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 ed)
*Service Size: 1 Pha 3Phase 100 150 20 300 350 400 Other I .
*New Service: . Re-connect 14ndergrou Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
j .
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82=Reque or tns ection
C
SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS
HIGHWAY WORK PERMIT
PERMIT 48-309 TYPE NU CR# CR048 PROJECT NAME
DATE ISSUED 4/11/2014 TAX MAP# 10000-141-3-13
REVIEW FEE $200.00 DATE PAID /Z?� MAINT SEC DATE PAID
SECURITY $2,000.00 DATE PAID �`�Z//� PERMIT FEE $100.00 DATE PAID
IMPACT FEE $0.00 DATE PAID y��'ZBOND# CERTIFIED CHECK# !c
10(j,41,ff 73
MEDIAN ADOPTEE'S INS EXPIRES: LETTER OF CREDIT#
PERMITTEE Beth Pike RETURN SECURITY TO THE FOLLOWING
P.O.BOX 907 (IF DIFFERENT)
Mattituck,NY 11952
(516)967-6563
PURSUANT TO THE PROVISIONS OF SECTION 136,ART.6,OF THE NEW YORK STATE HIGHWAY LAW,PERMISSION IS
HEREBY GRANTED TO THE PERMITTEE TO:
Construct a 20 ft.wide residential asphalt driveway. Restore the County right-of-way. All work shall be performed in accordance with
the stamped permit plans and in accordance with this Department's most recent general,traffic and material specifications and as
directed by the County engineer. Existing drainage structures in the County right-of-way must be covered during construction to prevent
debris from entering the County's drainage system. The applicant and/or contractor will be responsible for cleaning any basins in the
County right-of-way if evidence of construction debris is observed. Prior to the start of any work,the stamped permit plan and attached
construction detail and notes must be provided to the applicant's contractor and said contractor must arrange a pre-construction
meeting-with Ken Dantzig at 852-4100 a minimum of 48 hrs. prior to start of work. On the south side of CR 48, Middle Rd., 200 ft.west
of Lipco Rd. in the hamlet of Mattituck,town of Southold.
The contractor is cautioned to the possible presence of underground utilities in the project area.Under Rules set forth in APR Regulations Code
753,the contractor must obtain a full mark-out of underground utility lines by calling 811 at least 2 business days in advance but no more than
10 business days prior to the start of any work.Failure to do so may void the permit.
IN THE HAMLET/VILLAGE OF: Mattituck IN THE TOWN OF: Southold
AS SET FORTH AND REPRESENTED ON THE ATTACHED PLANS,TYPICAL SECTIONS AND PURSUANT TO THIS DEPARTMENT'S GENERAL
SPECIFICATIONS
The zoning and subsequent use of this property is under the authority of the town in which this development is located. Thereby, the issuance of this
"Highway Work Permit"should not be construed as an approval by this Department for this development and/or associated land use.
REVIEWED BY GILBERT ANDERSON,P.E.
DATE SIGNED: PERMITS ENGINEER: COMMISSIONER�F PUBLIC WORKS
(Initial)
BY: `
BY: William Hillm4 n,P.E.
(Permittee) Chief Engineer
UPON COMPLETION OF WORK AUTHORIZED BY THIS PERMIT,PLEASE COMPLETE THE FOLLOWING AND RETURN TO THIS DEPARTMENT
WORK AUTHORIZED BY THIS PERMIT HAS BEEN COMPLETED,REFUND OF DEPOSIT/BOND IS REQUESTED.
DATE: SIGNATURE OF PERMITTEE/AGENT
DO NOT WRITE BELOW THIS LINE
ALL WORK AUTHORIZED BY THIS PERMIT IS:
COMPLETED,REFUND DEPOSIT/BOND
DATE: PERMITS INSPECTOR:
COUNTY OF SUFFOLK
STEVEN BELLONE
SUFFOLK COUNTY EXECUTIVE
DEPARTMENT OF PUBLIC WORKS
PHILIP A.BERDOLT GILBERT ANDERSON,P.E. DARNELL TYSON,P.E.
DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER
September 3,2014
Beth Pike
P.O. Box 907
Mattituck,NY 11952
RE: Permit 48-309, CR 48,Middle Rd.
County Treasurer has been authorized to refund your security in the
amount of$2,000.00.
To Whom It May Concern:
This is to advise you that work under the above-referenced permit has been inspected and found to be completed
in a satisfactory manner to this Department.
Very truly yours,
William Hillman, P.E.
Chief Engineer
cl_D4a
[i_, Daniel J. D• sch, J
Director of Traffic Lgineering
WH DD. ,,���', �
cc: Town of Southoldv�` SEP - 8 2014
B' c' DFPT.
SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER
335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ (631)852-4081/4100
FAX(631)852-4079
o��pF SO�r�ol.
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Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 C** • Q
Southold,NY 11971-0959
September 18, 2014 COMM
,
BUILDING DEPARTMENT �'StIJ
TOWN OF SOUTHOLD
Beth Pike
PO Box 907
Mattituck, NY 11952
Re: 3320 CR 48,Mattituck
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
/Final Health Department Approval.
""/Plumbers Solder Certificate. (All permits involving plumbing after 411/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
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26 SILVER BROOK DRIVE
10 0 20 40 60 80 100 120 140 160 180 11901 FLANDERS
1YORK
901
TEL:(631)-369-8312-FAX.•(631)-369-8313
SCALE. 1"=40' DATE'JANUARY 18,2013
COPIES OF THIS SUR
VEY EITHER PAPER OR ELECTRONIC,NOT BEARING
THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE
CONSIDERED TO BEA VALID COPYAND SHALL NOT BE USED FOR ANYPURPOSE.
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MINIMUM SQUARE FOOTAGE OF DWELLING:850 SQ.FT.
CERTIFIED TO:BETH PIKE
LOT AREA:9,970 SQ.FT. =0.229 ACRE
ELEVATIONS HEREON REFER TO AN ASSUMED DATUM AND ARE THE
RESULT OF ACTUAL FIELD MEASUREMENTS.
NO SURFACE WATER EVIDENT WITHIN 300' JOB NO. 2013-116
CURRENT ZONING R-40 MAP NO.:
FILED: -- -
REVISIONS: '
FOUND.LOCATION 6(102014 �� . `j p�j_.
REV.FOUND.DIMENSION6(1&2014
PLOT PLAN OF
DESCRIBED PROPERTY '
SITUA TE A T
MA TTI TUCK O O I LICENSE NO. 050363
TOWN OF SOUTHOLD
NEW YORK
S.C.T.M.UFFODISTL1000 SEC 141 BLK. 03 LOT 13 HANDS ON SURVEYING
26 SILVER BROOK DRIVE R
10 0 20 40 60 80 100 120 140 160 180 FLANDERS, NEW YORK
11901
SCALE. 1"=40' DATE:JANUARY 18,2013 TEL:(631)-369-8312-FAX.'(631)-369-8313
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SANITARY TRIANGULATION DIMENSIONS
ST CP1 CP2 CP3 WELL
T
CORNER 8 8' 37.5' 4 ' 3 . SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
CORNER C 74.6' APPROVAL OF CONSTRUCTED WORKS FOR
CORNER D 67.7' A SINGLE FAMILY RESIDENCE
Date SEP 2 9 2014 H.S.Ref.No. Os-ona
The sewaps$$POW and water SUP*fae> at this'm'on have been
Wopeded andMr MOW by#6 Depwu! or other agencies and found to
be sa>isfacWy FOR A MAXIMUM BEDROOMS.
A J. L., 57- -
Walter J.Hipgri .
Office of Wastewaterlowagement
CERTIFIED TO:BETH PIKE
LOT AREA:9,970 SQ.FT. =0.229 ACRE
ELEVATIONS HEREON REFER TO AN ASSUMED DATUM AND ARE THE
RESULT OF ACTUAL FIELD MEASUREMENTS.
NO SURFACE WATER EVIDENT WITHIN 300' JOB NO. 2013-116
CURRENT ZONING R-40 MAP NO.:
FILED:
REVISIONS:
FOUND.LOCATION 6/10/2014
REV.FOUND.DIMENSION 6/18/2014
PLOT PLAN OF FINAL SURVEY9/12/14
DESCRIBED PROPERTY
SITUA TE A T
MA TTI TUCK LICENSE N0. 050363
TOWN OF SOUTHOLD
K COUNTY, NW YORK
S.C.T.M.UDISTL1000 SEC. 141 BLK. 03 LOT 13 HANDS ON SURVEYING
26 SILVER BROOK DRIVE N
10 0 20 40 60 80 100 120 140160 180 FLANDERS, NEW YORK
11901 E
SCALE. 1"=40' DATE:JANUARY 18,2013 TEL:(631)-369-8312-FAX.•(631)-369-8313
MARTIN D. HAND L.S
AMM
Fidelity National Title
INSURANCE SERVICES,LLC
TITLE NO: F 14-7404-94177-SUFF
District: 1000
Section: 141.00
Block: 03.00
Lot: 013.000
Town of Southold,New York
Gentlemen:
FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN
OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting
the captioned property and properties immediately adjoining and finds:
SEE ATTACHED
And the records of the Suffolk County Clerk disclose no other further conveyance of any of the
foregoing lots other than as set forth.
FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC certifies that the above-
captioned property has been in single and separate ownership by Beth Pike and Matthew
Ianno,joint tenants with rights of survivorship and his/her predecessors in title since prior to
4/1/1957 except as follows:
(see attached chains of title).
No searches have been made other than as expressly stated above. The Company's liability
under this Certificate shall only be to the party to whom it is certified and such liability shall
under no circumstances exceed the amount of Twenty-Five Thousand Dollars ($25,000.00) and
no policy of title insurance can be issued based upon the information contained in the Certificate
Dated: April 15, 2014
ELITY NATIONA ITLE INSURANCE
SERVICES, LLC
Sworn to before me this CHRISTINA MULLER
15th day of April, 2014
.wNE SCOTT
Notary Public Notary Pubk SWO of Naw York
NO.018C4793043
Qualftd in Suffok Cou* /
Term E)*m May 31,20_j�-.f_
24 Commerce Drive 0 Riverhead,New York 11901 0(631)727-0600 •Fax: (631)727-0606
Fidelity National Title
INSURANCE SERVICES,LLC
TITLE NO. F 14-7404-94177-SUFF
STATE OF NEW YORK) ss:
COUNTY OF SUFFOLK)
CHRISTINA MULLER, being duly sworn deposes and says:
That he/she has had a search made of the records of the County Clerk of Suffolk County with
reference to an application for a variance affecting the following premises:
SCTM 1000-141.00-03.00-013.000
That the said records indicate the following chains of title as to premises and adjoining lots since
prior to 04/01/57.
SUBJECT PREMISES: 1000-141.00-03.00-013.000
Stella Danowski Liber 1259 page 469
TO Dated: 03/31/27
Amelia M. Kneski Recorded: 04/01/27
(premises and more)
*Amelia M. Kneski died 11/11/57, Surrogates Court No. 525A57, leaving 1/3
estate to widower, Louis Kneski and 2/3 estate to son, Alfred R. Kneski.
Louis Kneski Liber 4946 page 74
TO Dated: 01/26/61
Alfred R. Kneski and Pauline Kneski,his wife Recorded: 02/09/61
d more)
F ITY NATIONAL TITLE SURANCE
SERVICES, LLC
BY:
CH
STINA MULLER
Sworn to before me this
15th day of April, 2014
p1YC-COTT
Notary Public Notary Puw,3lels d Nsw Yak
NO.OISC4793043
QuOM in&dlbk C=*
Term Expires May 31,20_LL-
24 Commerce Drive 0 Riverhead,New York 11901 •(631)727-0600 •Fax: (631)727-0606
- Fidelity National Title
INSURANCE SERVICES,LLC
Alfred R. Kneski Liber 4946 page 72
TO Dated: 02/01/61
Pauline Kneski Recorded: 02/09/61
(premises and more)
Pauline Kneski Liber 7336 page 468
TO Dated: 12/26/72
William Lynch Jr. Recorded: 02/02/73
William Lynch Jr. Liber 12738 page 259
TO Dated: 07/09/13
Beth Pike and Matthew Ianno, as joint tenants with rights of Recorded: 07/29/13
survivorship
LAST DEED OF RECORD
PREMISES NORTH: ROUTE 48
PREMISES EAST: 1000-141.00-03.00-014.000
Mary Mazreuski and Joseph Mazreuski,his wife Liber 996 page 561
TO Dated: 01/05/1912
Stella Danowski Recorded: 05/18/1920
(premises and more)
Alex Danowski and Stella Danowski Liber 4417 page 131
TO Dated: 01/16/58
Walter Gauer and Tessie Gauer, his wife /58
FID NATIONAL TITLE RANCE
VICES, LLC
HRISTINA MULLER
Sworn to before me this
15th day of April, 2014
Notary Public JUNE sCoTr
NoWy Pubk,scale of Now York
QWMM@dis
SuM*County
TOM EN*98 May 31. ,,
24 Commerce Drive 0 Riverhead,New York 11901 •(631)727-0600 •Fax: (631)727-0606
Fidelity National Title
INSURANCE SERVICES,LLC
Walter Gauer and Tessie Gauer, his wife Liber 4429 page 319
TO Dated: 02/14/58
Josephine Blasko Recorded: 02/19/58
*Josephine Blasko died 10/01/74, Surrogates Court File No. 1960P74.
Stella M. Blasko as Executor under the Last Will and Testament Liber 8006 page 568
of Josephine Blasko Dated: 03/12/76
TO Recorded: 03/23/76
Douglas C. Bogovich and Peter G. Bogovich, as joint tenants
with rights of survivorship
Douglas C. Bogovich and Peter G. Bogovich, as joint tenants Liber 8016 page 536
with rights of survivorship Dated: 04/13/76
TO Recorded: 04/13/76
Douglas C. Bogovich and Mary Bogovich, his wife
LAST DEED OF RECORD
PREMISES SOUTH: 1000-141.00-03.00-012.000
Stella Danowski Liber 1259 page 469
TO Dated: 03/31/27
Amelia M. Kneski Recorded: 04/01/27
(premises and more)
*Amelia M. Kneski died 11/11/57, Surrogates Court No. 525A57, leaving 1/3
estate to widower, Louis Kneski and 2/3 estate to son, Alfred R. Kneski.
FIDE ATIONAL TITLE SURANCE
S ICES, LLC
BY:
Sworn to before me this INA ER
15th day of April, 2014
Notary Public JUNE SCOTT
NOWY Pubk$ NO of New York
NO.01804793043
QUaNed In Suffolk courq
May 31,
24 Commerce Drive •Riverhead,New York 11901 •(631)727-0600 •Fax: (631)727-0606
Fidelity National Title
INSURANCE SERVICES,LLC
Louis Kneski Liber 4946 page 74
TO Dated: 01/26/61
Alfred R. Kneski and Pauline Kneski,his wife Recorded: 02/09/61
(premises and more)
Alfred R. Kneski Liber 4946 page 72
TO Dated: 02/01/61
Pauline Kneski Recorded: 02/09/61
(premises and more)
Pauline Kneski Liber 7323 page 556
TO Dated: 12/26/72
William Lynch Sr. and Lillie W. Lynch Recorded: 01/15/73
*William Lynch Sr. died 02/10/81.
*Lillie M. Lynch died 08/28/05, Surrogates Court No. 591A06.
William Lynch, Jr. as Administrator of the Estate of Lillie M. Liber 12611 page 310
Lynch Dated: 12/18/09
TO Recorded: 12/30/09
Matthew J. Vescovi
LAST DEED OF RECORD
PREMISES WEST: 1000-141.00-03.00-011.000
George H. Wolgo and Mary E. Wolgo Liber 1322 page 232
TO Dated: 12/21/27
Albert Wolgo and Minnie B. Wolgo,his wife 7
FI TY NATIONAL TITLE IN NCE
ERVICES, LLC
BY:
A MULLER
Sworn to before me this
15'' day of April, 2014
HIGM
Notary Public Notary Pubk Slue of New York
NO.OISC4793043
QuWed M Suftk
Tenn Expires May 31,20_I
24 Commerce Drive 0 Riverhead,New York 11901 •(631)727-0600 0 Fax: (631)727-0606
Fidelity National Title
INSURANCE SERVICES,LLC
*Albert Wolgo died 10/08/89, no proof of death found in Suffolk County.
Minnie B. Walgo a/k/a Minnie B. Wolgo Liber 11773 page 258
TO Dated: 02/09/96
Genevieve Koloski Recorded: 05/09/96
*NOTE: Minnie B. Walgo alk/a Minnie B. Wolgo reserves a Life Estate interest.
Genevieve Koloski Liber 12589 page 917
TO Dated: 05/21/09
Russell Schur
LAST DEED OF RECORD Recorded: 06/01/09
FIDELITY ONAL TITLE INSURA E
SE S, LLC
BY:
C A R
Sworn to before me this
15th day of April, 2014
Notary Public
JUNE scoff
Notary PubNc.Std o of New York
NO.0180470M
DueAW in suM*cou
Term fthw May 31.20,
24 Commerce Drive 0 Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606
Fidelity National Title
INSURANCE SERVICES,LLC
Louis Kneski Liber 4946 page 74
TO Dated: 01/26/61
Alfred R. Kneski and Pauline Kneski,his wife Recorded: 02/09/61
(premises and more)
Alfred R. Kneski Liber 4946 page 72
TO Dated: 02/01/61
Pauline Kneski Recorded: 02/09/61
(premises and more)
Pauline Kneski Liber 7323 page 556
TO Dated: 12/26/72
William Lynch Sr. and Lillie W. Lynch Recorded: 01/15/73
*William Lynch Sr. died 02/10/81.
*Lillie M. Lynch died 08/28/05, Surrogates Court No. 591A06.
William Lynch, Jr. as Administrator of the Estate of Lillie M. Liber 12611 page 310
Lynch Dated: 12/18/09
TO Recorded: 12/30/09
Matthew J. Vescovi
LAST DEED OF RECORD
PREMISES WEST: 1000-141.00-03.00-011.000
George H. Wolgo and Mary E. Wolgo Liber 1322 page 232
TO Dated: 12/21/27
Albert Wolgo and Minnie B. Wolgo, his wife 7
FID NATIONAL TITLE RANCE
VICES, LLC
BY:
CHRIS ER
Sworn to before me this
15th day of April, 2014
Notary Publicly puW g*01 New York
NO.OISC4793043
QuWW In&AYak County /
Tenn Expk%May 31,20
24 Commerce Drive 0 Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606
Fidelity National Title
INSURANCE SERVICES,LLC
*Albert Wolgo died 10/08/89, no proof of death found in Suffolk County.
Minnie B. Walgo a/k/a Minnie B. Wolgo Liber 11773 page 258
TO Dated: 02/09/96
Genevieve Koloski Recorded: 05/09/96
*NOTE: Minnie B. Walgo alk/a Minnie B. Wolgo reserves a Life Estate interest.
Genevieve Koloski Liber 12589 page 917
TO Dated: 05/21/09
Russell Schur Recorded: 06/01/09
LAST DEED OF RECORD
FIDEL ATIONAL TIT INSURANCE
ICES, LLC
BY:
A MULLER
Sworn to before me this
15`h day of April, 2014
Notary Public
JUNE SCOTT
Notary Pudic,stabs of NswYork
No.01SC4793043
in&**Cm"f
Tenn Eow May 31,20—:LJ
24 Commerce Drive 0 Riverhead,New York 11901 •(631)727-0600 0 Fax: (631)727-0606
REScheck Software Version 4.5.0
Compliance Certificate
Project Pike Residence
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County, New York
Construction Type: Single-family *Xy _ 9 q i
Project Type: New Construction n ^N4
I±,
Conditioned Floor Area: 0 ft2
__J
Glazing Area 9%
Climate Zone: 4 �1Ct :Srfl
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
Middle Road Nancy Dwyer Design Consulting,
Mattituck, NY Inc.
Southold, NY
Compliance: trade-off
Compliance: 8.4%Better Than Code Maximum UA: 345 Your UA: 316
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 Cot Glazing
Assembly or m Doot UA
Perimeter U-Factor
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 664 19.0 0.0 0.047 31
Floor 2: All-Wood JoistfFruss:Over Unconditioned Space 327 19.0 0.0 0.047 15
Wall 1: Wood Frame, 16" o.c. 2,236 13.0 0.0 0.082 165
Window 1:Vinyl Frame:Double Pane with Low-E 164 0.320 52
Door 1: Solid 20 0.300 6
Door 2: Glass 39 0.310 12
Ceiling 1: Flat Ceiling or Scissor Truss 992 30.0 0.0 0.035 35
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 2010 New York Energy
Conservation Construction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in
the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title: Pike Residence Report date: 05/01/1
Data filename: C:\Users\Absolute #2\Documents\REScheck\pike.rck Pagel of 7
REScheck Software Version 4.5.0
Inspection Checklist
Energy Code: 2010 New York Energy Conservation Construction Code
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Verfflod Field Verffled
Value Co
103.2 :Construction drawings and ❑Complies
[PR1.]1 documentation sufficiently ❑Does Not
demonstrates energy code . "
;compliance for the building Not Observable
-envelope. ❑Not Applicable
103.2, Construction drawings and ❑Complies
403.7 documentation sufficiently ❑Does Not
[PR311 demonstrates energy code � X
compliance for lighting and . s ❑Not Observable
mechanical systems.Systems ❑Not Applicable
:serving multiple dwelling units
must demonstrate compliance x'x
with the commercial code. ..n. . s
Heating and cooling equipment is; Heating: Heating: ❑Complies
sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not
on loads per ACCA Manual j or Cooling: Cooling:
other approved methods. ; Btu/hr Btu/hr ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
111 High Impact (Tier 1) Medium Impact(Tier 2) 3, Low Impact(Tier 3)
Project Title: Pike Residence Report date: 05/01/1
Data filename: C:\Users\Absolute #2\Documents\REScheck\pike.rck Page 2 of 7
_.
Exposed foundation insulation ❑Complies
protection. ❑Does Not
❑Not Observable'
❑Not Applicable
Snow melt controls. ❑Complies
❑Does Not
.[:]Not Observable'
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact (Tier 1) �JMedium Impact(Tier 2) 3 Low Impact (Tier 3)
Project Title: Pike Residence Report date: 05/01/1
Data filename: C:\Users\Absolute #2\Documents\REScheck\pike.rck Page 3 of 7
r
gds Value CtE�c'
402.4.4 Fenestration that is not site built omplies
[FR20]1 is listed and labeled as meeting ❑Does Not
AAMA/WDMA/CSA 101/I.S.2/A440
❑Not Observable
or has infiltration rates per NFRC ❑Not Applicable
400 that do not exceed code .
� rx
limits.
IC-rated recessed lighting fixtures ❑Comlies�� �� p
sealed at housing/interior finishoa ❑Does Not
and labeled to indicate&It;= 2.0
❑
� � � Not Observable
cfm leakage at 75 Pa. ,.
[]Not Applicable
403.2.1 'Supply ducts in attics are R- R- ❑Complies
[FR12]1 insulated to R-8.All other ducts R- R_ ❑Does Not
in unconditioned spaces or
,outside the building envelope are' ❑Not Observable
insulated to R-6. Not applicable if ❑Not Applicable
all systems are ductless.
403.2.2 All joints and seams of air ducts, =_ ❑Complies
[FR13]1 air handlers,filter boxes, and ❑Does Not
building cavities used as return
. . _ "". ❑Not Observable
ducts are sealed. ''
❑Not Applicable
Building cavities are not used as ❑Complies
j� ducts or plenums. _ ❑Does Not
t
" f % ❑Not Observable
❑Not Applicable
HVAC piping conveying fluids R- R- '[]Compliesabove 105 QF or chilled fluids ❑Does Not
below 55 QF are insulated to R-3.
❑Not Observable
❑Not Applicable
Circulating service hot water R- R- ❑Complies
pipes are insulated to R-2. ❑Does Not
❑Not Observable
i❑Not Applicable
Automatic or gravity dampers are ❑Complies
installed on all outdoor air ❑Does Not
intakes and exhausts. y ❑Not Observable
g � ❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) rµ'Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Pike Residence Report date: 05/01/1
Data filename: C:\Users\Absolute #2\Documents\REScheck\pike.rck Page 4 of 7
Compiles? Co
J[Allnstalled insulation labeled or ❑Complies
alled R-values provided. ❑Does Not
❑Not Observable'
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Pike Residence Report date: 05/01/1
Data filename: CAUsers\Absolute #2\Documents\REScheck\pike.rck Page 5 of 7
............
.......
ON
"r#edlelct Verified
Catpl '
elu Verse
402.4.2, Building envelope tightness ACH 50 = ACH 50 = ❑Complies
402.4.2.1 verified by blower door test result ❑Does Not
[FI17]1 of<7 ACH at 50 Pa.This ;❑Not Observable
I requirement may instead be met
'via visual inspection, in which ❑Not Applicable
case verification may need to
occur during Insulation
Inspection.
Wood-burning fireplaces have "'x= _ ❑Complies
gasketed doors and outdoor ❑Does Not
combustion air. ❑Not Observable
❑Not Applicable
403.2.2 Duct tightness via post- cfm cfm ❑Complies
[FI4]1 construction with maximum ❑Does Not
:leakage of 8 cfm to outdoors, or ❑Not Observable
12 cfm across systems. For
rough-in tests,verification may ❑Not Applicable
need to occur during Framing
Inspection,with maximum
leakage of 6 cfm across systems
and 4 cfm without air handler.
Programmable thermostats _ ❑Complies
installed on forced air furnaces ❑Does Not
, 3 ❑Not Observable
r ❑Not Applicable
Heat pump thermostat installed _ : ❑Complies
on heat pumps. t� � '❑Does Not
❑Not Observable
❑Not Applicable
�x
Circulating service hot water "x"% ❑Complies
systems have automatic or %%, ❑Does Not
accessible manual controls.
❑Not Observable
❑Not Applicable
3� � ;Readily accessible switch on ` ' E]Complies
. j heaters for swimming pools. �� ❑Does Not
❑Not Observable
❑Not Applicable
4@3.9.2 . Timer switches on pool heaters % ❑Complies
[Etll1 and pumps are present. ❑Does Not
" ❑Not Observable
❑Not Applicable
;Heated swimming pools have a ,
❑Complies
CRf2 � cover.Covers on pools heated ❑Does Not
over 90 4F are insulated to R-12. �
❑Not Observable
r❑Not Applicable
•;Compliance certificate posted. �, � -� -� �"�
❑Complies
Y ; ❑Does Not
❑Not Observable
❑Not Applicable
0Complies
3 f Manufacturer manuals for -❑Does Not
(lit l�
;mechanical and water heating
equipment have been provided. ❑Not Observable
4
❑Not Applicable
Additional Comments/Assumptions:
111 High Impact(Tier 1) ,'Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Pike Residence Report date: 05/01/1
Data filename: C:\Users\Absolute #2\Documents\REScheck\pike.rck Page 6 of 7
I I High Impact(Tier 1) Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Pike Residence Report date: 05/01/14
Data filename: C:\Users\Absolute #2\Documents\REScheck\pike.rck Page 7 of 7
COAM PH®AI!YC DWATW
INNBMYdICA((YENOBJIAT nlF
nwaa,�Y STREET
NmteoNiwai"nrtanwe ' IMPROVED AGROSS 150,
III�tryW 10.r.
Ex
PUTA"MQ-lMR nrAMWt[ ROAD
AIV Nor jWYCA0ua me SANITARY IN DDLE
NMA4/OP AINCaS ltlTUMNo
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AREAy AOanava ro au�cwOs
MO ANYOnitCONln11.0/qv. AATN.1uN tftlLAT
ronutailw Avrounaxa
SECTION 77010P n1E N!W roAr a,ATE (C.R. 27)L_53.03'
moeAmv uw.
oa+normaautvfYA'APN°rr m; 49.86 _
nm=NO a~0019WAOW 0609 aE.0 at R=19 TIE) N.T.
r
ro �nnl CO". CON&ONI® -
CstnnCAT04mOmA1®Nmt *au MN EOF PAVE tA NT
MP S::` a Y E ,.- E ;�N. 315'+/-(D T) TIE)
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_ - IR -�
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Zm Z
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17.0'
900
A ZA —'- \� _ < n
_ 16
W o v z S.C.D.H.S. ENDORSEMENTS
Z.
o 'k ``,, -
< W 1 LOT AREA:9,970 SQ. =0.229 ACRE
g t; } 1 ELEVATIONS HEREON EFER TO AN ASSUMED DATUM AND ARE TH
RESULT OF ACTUAL FI LD MEASUREMENTS.
Z-j � ;� ; NO SURFACE WATER /DENT WITHIN 300'
' CURRENT ZONING R-40
i .i EL18.9'
ti PE/!CE µ0.6S
5'MIN. 52.98' o.vw
EL18.z 079-02-00.
79.02'00"E APPROX-
SANITARY ANITA TEST HOLE EL. 12.0'+1-
FRAME LOCATE` LAOCATION
GARAGE = OL BROWN LOAMY SAND
Ln Z 2'
APPROAPPROX O Z='m
SANITARY SANITARY Z=OC� SW PALE BROWN FINE
SANITARY "z TO COARSE SAND
LOCATION LOCATION NO-m m O
AppROX• { <
SANITARY v��O
---
LocATIo -" 5.5'
<
"o
SC WATER IN GREY
m Z CLAYEY SAND
Z
CAPPROX.710N
9'
m
HOUSE LOCA SP WATER IN GREY
coNo• 11' SAND
COVEDR
WELL IN HOUSE SC WATER IN GREY
WE HOUSE LOCATIO CLAYEY SAND
APPROX•710N O Z M 15'
APPROX. HOUSE LOCA
HOUSE LOCATION WELL INHOUSE p -.470 SW WATER/N PALE BROWN
O m FINE TO COARSE SAND
73 v 20'
WELL IN HOUSE t-• n (n
HANDS ON SURVEYING
_ FEBRUARY 7,2013
0
SA I TARY EXCAVATI N DETAIL N U RRENT ZONING:R-40
AV SETBACKS PER TOWN CODE FOR LOTS UNDER 20,000 SQ.F
T IRDNCDVER
SOUND
PRIMARY SETBACKS:FRONT 35'
SIDE 10'MIN. 25'TOTAL
REAR 35'ALLOWABLE LOT COVERAGE: 1,994 SQ.FT. =20
\ o0po e PROPOSED LOT COVERAGE: 1,128 SQ.FT. = 11.3
CERTIFIED TO:BETH PIKE
\ o
\ e \
\ m AI1R JOB NO. 2008-152
\ ° °0_0 8 CLA EYS � MAP NO.:
\ -- EEPMO EDARESUJDTO--
8EREMOVED 6 RU(ACED �a '
\ ° N17NCLEMJSv1ND \ FILED:
°°og �o�000 REVISIONS: �5 OONA 1•
° o`b,` 066 e�0°0 0,00 REV. PROP. PLOT PLAN 10/5/13 ��
REV. PROP. DWELLING, REMOVE
PROP. GARAGE 3113/14
SURVEY OF REV.SETBACKS 3/31/2014
DESCRIBED PROPERTY ,
SITUATEAT OFDoE'
MATT/TUCK
TOWN OF SOUTHOLD LICENSE N0. 050363
SUFFOLK COUNTY, NEW YORK HANDS ON SURVEYING
S.C.T.M. DIST. 1000 SEC. 141 BLK 03 LOT 13 26 SILVER BROOK DRIVE
FLANDERS,NEW YORK
10 0 20 40 60 80 100 120 140 160 180 11901 `
TEL:(631)-369-8312-FAX:(631)-369-8313
SCALE: 1"=40' DATE:JANUARY 18,2013 COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRON/C,NOT BEARING
THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE
CONSIDERED TO BEA VAUD COPYAND SHALL NOT BE USED FOR ANYPURPOSE.
PIKE RE51DENCE
SITE PLAN
31-011
I II MIDDLE LOAD EXISTING CURB CUT TO REMAIN;
SCALE: 32 = 1 -0 CONSTRUCTION TRUCKS,
SCTM: 1000- 141 -03- 13 EQUIPMENT, TOOLS, ETC, TO
Information taken from ENTRANCE PROPERTY HERE.
survey prepared by o°58' 1 o"E 53.03' APPROVAL OBTAINED * INSURANCE
Hands on Surveying CERTIFICATE PROVIDED TO
Martin D. Hand, LS SUFFOLK COUNTY-D,O.T;. ,.
Flanders, New York
dated January 18, 2013
PROPERTY AREAS:
TEST H LE AS
Lot Area: 9,970 5qq..ft. DONE YHANDS
Proposed House: 1 1 28 56th ° ON su VEYING
EX15ting lot coverage: 1 1 .3%
z
SILT FENCE SITE PROTECTION;
TESTHOLE EL.12.0•-:- TO BE INSTALLED PRIOR TO
OL BROWNLOAMYSAND THE START OF CONSTRUCTION
2' NEW STONE
sw f PNE
TCEOSROAND DRIVEWAY
5,5' -
SC
(NATER IN GREY Oo
CLAYEY SAND
r
9'
Sp WATSANG R W GREY
III �:. .
SC WATER IN GREY
CLAYEY SANG
75'
SW (NATER 1N PALE BRO
FINE TO COARSE SANG
20'
HANDS ON SURVEYING
FEBRUARY 7,2013 DRYWELL ICONSTRUCTION '�
"STAGING AREA
CONCRETE WASHOU
N
24-O"
12'-0" 7_O
6 inches
PROPOSED
GARAGE
0
W
ROOF GUTTER 9 PROPOSED
Z N NEW HOUSE ENTR STOOP
LU 20 5cl.ft.
U'
z
0
J
LEADER CQ�
O
w
z
~ H Io
0 ?° DRYWELL 2
O
HOUSE
EXTENSION
UNEXCAVATED
SOI L GRADE
X//
. . . . . . . . . . . . . . .
. SOIL STOCKPILE DURING
O'-O" IN EXCAVATION * FOUNDATION
PRECAST _ CONSTRUCTION. TO BE
DRYWELL �n REDISTRIBUTED AROUND HOUSE
LEADER ELEVATION/SECTION co
UPON APPROVAL TO BACKFILL
Not to Scale APPROX. LOCATION —
OF SEPTIC FIELD A5
RUNOFF NOTE: DESIGNED BY HANDS w
Gutters continuously around; ON SURVEYING APPROVAL OFSTORMWATERMANAGEMENT
Leader locations as shown - all p_ CONTRA l��► �j ter 236
T Cod F
leaders d °
rain to G" 0 PVC pipe _ Dater—'1
to new drywell(5). — Approved by:
RUNOFF CALCULATIONS: DRAINAGE INS E IONS ARE REQUIRED
Contact TOS Engineering at 765-1560 before
1 214 x . I G7 x 7.5 = 1 520 gallons of runoff N79002'00"E 52.98' Backfill, OR Provide Engineer's Certification
@ ( 1 ) 1 '-0` x 0-0" 0 capacity = 175 gallons that the drainage has been installed to Code.
1 520/ 175 = 8.G8
Runoff Containment Requires: EROSION&SEDIMENT CONTROLS
( 1) 5-0"deep x 0-0" 0 ring AND Shall include but not be limited to:
( 1 ) 4'-O"deep x 0-0" 0 ring A well maintained Construction Entrance,
(provides 1 575 total capacity) Wire Backed Silt Fencing,stabilization &
( � Seeding of exposed and/or inactive soils.
V � �
NANCY DWYER Beth Anne Pike DRAWING : 5TORMWATER
rn
DE51GN CONSULTING, INC. Middle Road SCALE AS NOTED
P ISO P05 E D NEW HOU 5 E Mattituck, New York DATE 4.2. 14
Southold, New York 63 I-765-8667 1000-14 1-03- 13 BY N. DWYER
RE51DENCE
n a-/
Z
0 Lu Lu
ir¢ > O N
PROW-.
AS NOTED w Q z
DATE- 5113114 B.P. #__!_i I ..
FEEBY z
Lu Lu
NOTIFY BUILDh,4G DEPARTMENT AT
755-1802 8 AN,,, TO 4 PM FOR THE U o m
FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH-FRAMING,PLUMBING,
STRAPPING. ELECTRICAL &CAULKING
F'LUM13,igG 3. INSULATION
ALL PLUMBING WASTE 4. FINAL-CONSTRUCTION &ELECTRICAL
& MUST BE COMPLETE FOR C.O.
WATER LINES NEEP
T STJNG 8EFORE COVl:RENG ALL CONSTRUCTION SHALL MEET THE >°
REQUIREMENTS OF THE CODES OF NEW p.
YORK STATE. NOT RESPONSIBLE FOR z O
LliLLILII Lid— DESIGN OR CONSTRUCTION ERRORS
MidauLPLUMBER CERTI D,.., , ;w,�J s '
r r RETAIN STORM WATER RUNOFF 3 o
rw21041 o ON LEAD CONT El�j r:'
TW210410 PURSUANT TO CHAPTER 236 m °
rw2 1041 o CERTIFICATE G.'
OF THE TOWN CODE.
SOLDER fl<<�'�.. . ,, , ; .. ,.;
SUPPL Y SY 'i't,'', �%�.I i
;o LD DO NOTPROCED WITH
EXCEED 2/10 CF 1
FRAMING UNTIL 5�-.�:-� � 11-.1
Ll 4F FOUND ATIONI LOi.a`. ION (s)H ISf:APPRO!I`L:D.
a a =
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LH Ul3068 TW2842
TW2842 � .. ���Jv_�AML'
TW210410 TW21041O ULI
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11..1
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FRONT (EAST) ELEVATION
SCALE: 4' = I ,-o,,
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NORTH ELEVATION PAGE:
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II I I II II III l III
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WEST ELEVATION PAGE:
SCALE: -�" = 1 '-O"
x822, � 2
'��Es�VO�lA�'�
24-O"
7'_O" 3
SECTION
B
U UNEXCAVATED
N
POURED CONCRETENr
z
ENTRY STOOP (L lu w
m 0
z p
O N
PROVIDE BEAM POCKET IN
IIIFOUNDATION WALL; SIZE z
AS REC�UIIEDTARALL Q }
T I I 5IDES (TYFP. BOTH ENDS) Q Q
I NEW BASEMENT
UNFINISHED, UNHABITABLE
SECTION Lu
I I SEC ON
A I v...
2"X 10" F.J. I C�1
@ I
3 2 DIAMETER STRUCTURAL X POST CARRIIED FROM ABOVE ::1 N (D
STEEL COLUMN BUNED IN z
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CONCRETE FOOTING(TYP.)
5-6'
. N -
�.
�4 O
EXCAVATE 4" POURED CONCRETE
{ _ SLAB ON COMPACTED FILL; II II O 0
o n. R-19 INSULATION
TYPICAL ALL AREAS II II X O
-lu
Q. I II Ilo z
PROV. EPDXIED#4 STEEL DOUBLE JOISTS UNDER o
ALL PARTITIONS RUNNING , I II Q
REBAR VERT. @ 12"O.C. PARALLEL(TYP. ALL AREAS)
INTO FOUNDATION WALL Lu
FOOTING ABUTTING 2"X 10" F.J.
(TYPICAL BOTH STOOPS)
@ I G" O.C. I O
STEP PO(OTINGS
24"X 24"X 12" POURED
U
CONCRETE FOOTING I FOUNDATION WALL LEGEND:
8" POURED CONCRETE Z
GARAGE I v FOUNDATION WALL
— — WITH P-4"X 8" FOOTING; (( nn^
4" POURED CONCREfTE SLAB a - 9'-0"WALL HEIGHT V
O ON COMPACTED FIW WITH Ln
W.W.M. G X G/ I O X; 10 Lu z
v GAUGE WIPE(TYP. ALLL AREAS 8" POURED CONCRETE
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WITH P-4"X 8 FOOTING;
3'-0" BELOW GRADE
� •
° L
HOLD OWN ANCHCDRSZ U z
AT GARAGE DOOR COPENING Q
LOWER FOUNDATION WALL I Z Z o
EIGHT AT DOOR OPENING o
LF Lu
P-10 112"V 3'-O"POURED CC7DNCRETE i-io 1/2"
secnoN PRON @ GARAC-GE DOORS
24'-0"
PAGE:
FOUNDATION PLAN
SCALE: 4" = I ,-o,,
SECTION SECl10N
B B
24-O"
24'-0" Z
p �
ooC O
2- 2"X 10" HEADER ABOVE GLIDER °°° 4 I I I Z p
8.
�� I O� 1 5•_O•• _O.. O
... I I 211 X 511 RR
v� @ O.C.
2468
III I 2"X 6" C.T. WALK-IN ° J Lu
@ 32" O.C. cLosEr I oC U Q >
SECTION 2"X 10" IF J. I I MASTER BEDROOM I I p p
SECTION SECTION SECTION
A @ I u � O O A A a 20o sQ.Fr. A
USE 51MP50N HU SERIES O_ I m 10.4%LIGHT
CONNECTOR TO FLOOR x `� II I 5.7%VENT
JOISTS @ FLUSH HEADER N mN I I co) 0
3 II KITCHEN 2"X 8" C.J. TOLIN
N
.. 211 X 10'. F.J.
GREAT ROOM III @ 1 I 2468 (L
m
POST HEADER WITHIN I F� �3 N z O
� m
WALL* CARRY TO FTG. UP
S/D I
oN (TYP. BOTH ENDS) 71777777
28 8
2068 8
-Z ito1
O
o
I 3.0 _ ,�
i J Z
PANTRY I 2"X 8" R.R Q m
' @ I ww tu
tu
JOIST CANTILEVERED 5 6 I D I z
OUT FOR ENTRY.ROOF,— . — , = 56 W
TYP. BOTH SIDES DEN c9
u ENTRY Q I q 106 SQ.FT.
I =
8'-0"CEILING HEIGHT O 3 - 10.4%LIGHT S/D
I I I
THROUGHOUT
5.7%VENT x O
I NI m 3 1
F WALL LEGEND:
cel I) 2"X G" S ED O
2668 HAL NEW CONSTRUCTION
cv R.R. 16" O.C. 2"X 8" C.J. - W
— - 2468 ° I @ I o O.C. I 2"X 4" STUD FRAME EXTERIOR WALLS,
Z11 I-LIZZ r
2"X 10" F.J. - � Do 2'-a" 9.8 DOWN o R-15 INSULATION, 8° PLYWOOD
z
o @ 1 G" O.C. 2668 068 I 2668 I 2468 I SHEATHING ON EXTERIOR, HOUSE WRAP Q
X pll 6'-0 SIDING AS SELECTED; I" GYPSUMtu
CLOSET o 8'-Q" CEILING HEIGHT LINEN BOARD ON INTEKIORSIDE (ncV 2 I N CLOSET THROUGHOUT ° TOWE
LINEN 11 2"X 4" INTERIOR STUD PARTITION, O
WALL BETWEEN HOUSE GARAGE- 2668 777TTlTi w/ I LAYERz' GYPSUM BOARD ON EACH 0--
DOWN I o CLOSET I CLOSET o I SIDE; USE MOISTURE/MOLD RESISTANT O
R-15 INSULATION WITHIN WALL 8' N N BOARD IN KITCHEN * BATHROOMS *USE
QZ-
IF RATED DRYWALL 2868 I I
45 MINUTE FIRE RATED DOOR 2668 CEMENT BOARD ON ALL AREAS TO RECEIVE TILE
2668 2668 2668 �.
w/SELF CLOSING HINGES, 2868
DOOR SWEEP STEEL JAMB
I BEDROO PROVIDE 2- 2"X 8" HEADERS
128 SQ.FT. ABOVE ALL WINDOWS * DOORS
I
10.4%LIGHT S/p I UNLESS OTHERWISE NOTED; HEADER
BEDROOM
R-19 INSULATION 5.7%VENT HEIGHTS AS SHOWN ON PLAN *SECTIONS;
v
PROVIDE 5„ DRYWALL ON 128 SQ.FT. I ALLOW FOR 4" MULLION BETWEEN ALL
g I
i 10.4%LIGHT
S/ 2"X 811 C.J. I1` PAIRED WINDOWS SHOWN ON PIANS
O CEILING OVER GARAGE 5.7%VENT @ I G" O.C. ELEVATIONS
q
I - 2"X G" C.T. -
@ 48" O.C.
o U
I I SQUARE FOOTAGE AREAS: z
GARAGE 2"X 8" R.R FIRST FLOOR LIVING SPACE: 663 —
@ 1 I SECOND FLOOR: 992
2 3 1 DIAMETER STRUCTURAL TOTAL LIVING SPACE: 1655 SQ.FT. co
USE SIMPSON HU SERIES
STEEL COLUMN I I GARAGE: + 465 W z
CONNECTOR TO FLOOR l�
JOISTS @FLUSH HEADER —. •
EDGE OF SECOND FLOOR
3 2"X 12" HEADER FLUSH O BOTTOM OF JOISTS m
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I a2 U I L
PROVIDE WIRING FOR OVERHEAD o2 O � z 0
GARAGE DOOR AS PER I?o
MANUFACTURER SPECIFICATIONS X }
x
IN ACCORDANCE WITH THE Z
RESIDENTIAL ELECTRICAL CODE 9'-0"X 7-0" DOORS W/ N I Q z
OF NEW YORK STATE 2- 2"X 10" HEADER C520 STRAPPING
OUTLINE OF GARAGE BELOWL!1 =:Iv000lpo
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SECTION SECTION
FIR5T FLOOR PLAN B 5ECOND FLOOR PLAN B
SCALE: 4' _ ! '-O" SCALE: .4 = I '-O"
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PAGE:
8221
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NAILING SCHEDULE U Z N
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2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING
ROOF FRAMING
2"X 10" RIDGE;
RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTERN C520
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10'-0"WALL:4-8d CONNECTOR PER RAFTER O N N E
CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER JOIST CTOR(TYP. ALL)
10'-0'WALL:4-8d PER JOIST APPROX. RIDGE Q ~
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CEILING J015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP
CEILING J015T LAPS OVER PARTITION5 FACE NAILED SEE TABLE 3.7 EACH LAP 12
COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PERTIE ARCH ITECTU RAL ASPHALT G 2��8y
BLOCKING TO RAFTER TOE NAILED 2-8d EACH END ,p
RIM BOARD TO RAFTER END NAILED 2-16d EACH END ROOFING WITH 15#FELT `\,R 2-2' C.13. THRU
OVER B' CDX PLYWOOD fie" C.T. * R.R. (TYPICAL
WALL FRAMING WITH ICE *WEATHER SH EI LD 0. BOTH ENDS)
TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd ` PER FOOT @ PERI M ETERS *VALLEYS 2"X G" C.T. 48"O.C.
TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE
STUD TO STUD FACE NAILED 2-1 Gd 24"O/C
HEADERTO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES
TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD O
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3-1 Gd PER 2XG STUD
4-1 Gd PER 2X8 STUD 5IMP50N H7 CONNECTOR @ CEILING l PLATE HEIGHT p•' c0
2"X 8" C.J. I G"O.C. IR 30 INSULATION
BOTTOM PLATE TO FLOOR JOIST. z O
BANDJOI5T.END JOIST.OR BLOCKING FACE NAILED 2-1 Gd '— PER FOOT
WINDOW HEADERS Q �/ U
FLOOR FRAMING2"X 4" INTERIOR S •�
JOIST7051LL,TOPPLATE.ORGIRDER TOE NAILED 4-8d PER JOIST FASCIA, VENTED SOFFIT, STUD PARTITION 0
BRIDGING TO JOIST TOE NAILED 2-8d EACH END G" RAFTER OVERHANG _
BLOCKING TO JOIST TOE NAILED 2-8d EACH END
BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK 2' GYPSUM BOARD MASTER BATH
LEDGER STRIP TO BEAM FACE NAILED 3- Gd EACH J015T TYPICAL ALL AREAS O
J015T ON LEDGER TO BEAM TOE NAILED 3-8d PER J015T 2- 2"X 8" H FADER ABOVE
MOISTURE RESISTANT `0
BAND JOIST TO JOIST END NAILED 3-1 Gd PEP,J015T ALL WINDOWS; PROVIDE GYPSUM BOARD IN ALL
BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT C520 STRAPPING 1 2 -
4 r— BATH ROOM AREAS Lu 1
ROOF SHEATHING G 1/2" f-v�� a
STRUCTURAL PANELS V J
4'PERIMETER EDGE ZONE- I G"O/C-G"AT PANEL EDGES `2X6 �C'
8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 2- 2"X 8" HEADER 68' PLYWOOD SUBFLOOR SECOND FLOOR
INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT 2"X 1 0" F.J. @ 1 G"D.C. O
8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD JOISTS CANTILEVERED
FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF.INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK.THE 4'-O"PERIMETER @ ROOF ENDSCEILING
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 3 5 I
USE SIMPSON HU SERIES 3- 2"X 10" FLUSH HEADER HEADER HEIGHT
CEILING SHEATHING PROVIDE 51MP50N CONNECTOR TO FLOOR / V w/ 2-8' STEEL FLITCH PIAT
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD C5 G STRAPPING JOISTS @ FLUSH HEADER W
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WALL SHEATHING
STRUCTURAL PANELS 8d 4'EDGE ZONE- I G"O/C-G"AT PANEL EDGES AND 12"A7 2"X 4"5TU D WALL @
INTERMEDIATE SUPPORTS IN THE PANEL FIELD I G" O.G. W/ R-1 5 INSULATION GREAT ROOM KITCHEN Q
8d INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT
INTERMEDIATE SUPPORTS IN THE PANEL FIELD t-g' CDX PLYWD. SHEATHING ({��
FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G"FIELD W/WRAP *SIDING �+
25/32" 8d 3"EDGE/G"FIELD O
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD
8d 4'EDGE ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT 2- 2"X G" ACQ SILL PLATE
HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD OVER TERIMITE SHEILD g' PLYWOOD 5UBFLOOK _ _ O
8d INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT FIRST FLOOR
INTERMEDIATE SUPPORTS IN THE PANEL FIELD OVER SILL SEAL; 19 INSULATION
PROVIDE 51MF50N C520 2n X 1 0" F.J. @ I G"O.C. R
ft—
FLOOR SHEATHING W/ LPT4 CONNECTORS GRADE
STRUCTURAL PANELS- I"OR LESS 8d G"EDGE/12"FIELD
• Nadmg requirements are based on wall sheathing nailed G inches O.C.at the pard edge. If wall sheathmg 15 nailed 3 inches O.C.at the panel edge to obtain g' DIAMETER ANCHOR BOLTS 3- 2"X 10" GIRDER
higher shear capacities,nailing requirements for structural members shall be doubled.or alternate connectors,such a5 51hear plates,shall be used to maintain the W/ 7" MIN. DEPTH @ 48"D.C.
load path. W/ MIN. 3"X3uxL' WASHER @ PLATE 3 2' DIAMETER STRUCTURAL BASEMENT
` When wall Sheathing 15 centmuou5 over connected members.the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. STEEL COLUMN BURIED IN
` Gorroeion resistant I I ojaoje roofing nails and I G ga,3e staples are permitted,check IBC for additional requirements. 8" POURED CONCRETE 24"X 24"X 12" POURED
FOUNDATION WALL W/ CONCRETE FOOTING(TYP.) o
1'-4"X ,511 J. FTG.; PROV.
2-#4 REBAR IN FOOTING
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TYPICAL ALL AREAS)
4" P.GONC. SLAB ON U
WEATH EKING SEVERE *NOTE: CONCRETE SHALL BE COMPACTED FILL Z
FROST LINE DEPTH 3'-O° PC = 3,000 PSI @ 28 DAYS FOOTING DEPTH
TERMITE MODERATE TO HEAVY FOOTINGS SHALL BEAR ON co
DE51GN LOAD GALGUL-ATION� UNDISTURBED SOIL WITHIN W/ 7
DECAY SLIGHT TO MODERATE BEARING CAPACITY OFLLJ
t\
WINTER DESIGN TEMP. 11 1 .5 TONS PER SQUARE FOOT '
ICE SHIELD UNDER- ASR MANUFACTURER'S MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD5(Ib5f) m
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- PE -
LAYMENT REQUIRED SPECIFICATIONS/STATE CODE EXTERIOR BALCONIES GO
FLOOD HAZARDS DECKS 40 BUILDING SECTION "All z
ATTICS WITHOUT STORAGE 30
ATTICS WITH STORAGE 40 SCALE: 40,
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TABLE R30 I .G ROOMS(OTH EK THAN SLEEPING ROOMS) 40 z U z
ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS SLEEPING ROOMS 30
MEMBER ALLOWABLE DEFLECTION z o
STRU CTU RAL ME CRITERIA FOR CALCULATION OF DEAD LOAD �
Rafters havincj slopes greater U 180 ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
o
than 3/12 with no finished teller ARCHITECTURAL GRAPHIC STANDARDS W
attached to rafters Of
Interior wallspartitions H/180 SNOW
Floorsplastered celiln s L/3G0 GROUND SNOW LOAD 145 lbs. y
All other structural memebers L/240
Exterior walls with plaster or H/3GO SEISMIC
stucco finish I DESIGN CATEGORY B ,
PAGE:
Exterior walls- wind loads with L/240 (}
brittle flnlshes WIND 3822
Exterior walls- wind loads with U 120 WIND SPEED 120 mph
5flexible finishes EXPOSURE CATEGORY B
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CONNECTOR gYP.ALL)
2"X G" C.T. @ 48"O.C.
2"X 8" R.R. @ I G"O.G. Qv >
2"X ,5" C.J. @ I G"O.C. R-30 INSULATION -K3 z O
2"X 4"STUD FRAME EXTERIOR WALL m —
@ I G" O.C. W/ R-1 5 INSULATION Q `r
8' CDX PLYWD. SHEATHING S °�
W/WRAP *SIDING N i O
MASTER DEN BEDROOM CD :i � �
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ARCHITECTURAL ASPHALT
;' GYPSUM BOARD ROOFING WITH 1 5# FELT
TYPICAL ALL AREAS CLOSET CLOSET OVER 8' CDX PLYWOOD
USE 5IMF50N HU SERIES WITH ICE * WEATHERSHEILD W
CONNECTOR TO FLOOR J24 @ PERIMETERS *VALLEYS
JOISTS @ FLUSH HEADER \- 2
X 8" FASCIA, VENTED SOFFIT,
R.R. @ G" RAFTER OVERHANG O
2x 10 F.J. @ I G"O.C. 2"X 10" F.J. @ I G"O.C. 2xG C.B.
R-19 INSULATION *8' 1 G" O.C. 5IMP50N H7 CONNECTOR
DOUBLE JOISTS UNDER DRYWALL ON CEILING
WALLS PARALLEL WALLS OVER GARAGE
W
JOISTS CANTILEVERED z
OVER ENTRY STOOP FOR 3- 2"X 12" FLUSH HEADER
o ROOF OVERHANG II 9'-0"X 7'-0" DOORS W/ C)
ro m GREAT OOM BETWEEN HOUSE GARAGE-
K-
ARAGE- GA GE N II 2- 2"X 10" HEADER ABOVE W
R-1 5 INSULATION WITHIN WALL I C520 STRAPPING ()
8" FIRE RATED DRYWALL o II O
3 i" DIAMETER STRUCTURAL 2"X G"ACQ SILL PLATE O
8° PLYWOOD SUBFLOOR 2 OVER TERMITE SHIELD
STEEL COLUMN BURIED IN OVER SILL SEAL
2"X 10" F.J. @ I G"O.C. 24"X 24"X 12" POURED PITC LAB TOWARDS II
R-19 INSULATION CONCRETE FOOTING(IYP.) DOO @ B'/ IT. PROVIDE NNEC NTORS20 IL
W/ LPT4 COONNECRS
4" POURED CONCRETE SLAB 8" DIAMETER ANCHOR BOLTS
ON COMPACTED FILL WITH o W/ 7" MIN. DEPTH @ 48"O.C.
W.W.M. G X G/ 10 X 10 m W/ MIN. 3"X3'ke' WASHER @PLATE
BASEMENT GAUGE WIRE(TYP. GARAGE)
°ob UNEXCAVATED 8" POURED CONCRETE
FOUNDATION WALL W/
P-4"X 8" d. FTG.; PROV.
2-#4 REBAK IN FOOTING
4" P.CONC. SLAB ON (TYPICAL ALL AREAS) U
COMPACTED FILL z
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BUILDING SECTION 11811 cn
SCALE: 4' _ 1 '-0" z O 3�
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PAGE:
A 8221 r
4"0 ROOF VENT W
ROOF �
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ATTIC — cn Q � z
RAFTER
————— i NOTCHED RAFTER RAFTER
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RIDGE RIDGE RAFTER C9
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BATH 2 _ TT-3 BATH 4 TOP PLATE TDP PLATE J W
WALL STUD U 0
_ ,�, WALL STUD
T I I/2
41 1/4 1 1/4 i 1 1/2 1 1/4 i 1 1/2 1 I I/2 I I/4 1 1/2 TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION
OIO
SHOWER SHdWER
2ND.FLOOR WALL STUD KING STUDS
SECOND FLOOR
W/OOD JOIST WOOD JOIST 2ND.FLOOR PLATE CRIPPLE STUD
SU13FLOOK L
3 1 1/4 1 1/4 3 1 1/4 3 3 1 1/4 2 RIM BOARD HEADER �_ }
C.O 4
BLOCKING JOIST HANGER
4 GIRDER/HEADER C�
4 I ST.FLOOR TOP PLATES JACK STUDS N O
WOOD GIRDER WOOD JOIST Z i
1A I ST FLOOR WALL STUD
--— — JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION � O
LAUNDRY KITCHEN BATH 1 -- M _ O
1 TYPICAL MULTI-5TORY CONNECTIONS11311 ep
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I �1 1/4
11/4 11/4 �1 1/2 I 4 F.A.I. WALL STUD
BDTPLATE I ST.FLOOR WALL STUD
SINK LAV I WALL STUD SUB FLOOR L5TA21
W.M. D.W. I BOTTOM PLATE DOUBLE JOIST
OR PLATE
BATHTUB IST.FLD�FLOOP LJ
S 1-1 W ER DDVUBLE J0I5T RIM BOARD
FIRST FLOOR DOUBLE SILL PLATE
Z DOUBLE JOIST FOR NON-BEARING WALLS FOUNDATION WALL
(� 01 3 2 1 1/4 3 O
3 DOUBLE JOIST FOR UNDER A BATHTUB HTf22
3 4
z 4 _ TO SUFFOLK COUNTY smoe
DEPT.OF tAPPR 1 I ST.FLOOR TO FOUNDATION CONNECTIONS
SERVICES APPROVED PROVIDE 1/2-SPACING :' W
4"C.1. SEPTIC UNE. SILL GASKET AND TEE 2TOTNER SUDS METAL HOLD-
D STUD
HOUSE FOR ALLOWING DOWN STRAP OF 8'OPEN�OGAND LARGFP AT OPENINGS _
TRAP TERMITE SHIELD ryOLDDOWN INSTALLATION TO ITRP.NSFECT OR SHEAR UD 38-1 Gd SINKER
DBL.SILL PLATES 0 FASTEN WITH(2)I Gd NAILS AS PER �3-2"X4"WD STUD Q
(TO OVERLAP JOINTS) COMMON NAILS @ G"O.C. MANUFACTURER @ CORNER TYP.
FOUNDATION WALL .'roOm+ 2"X4"SILL
51DEWALL ENDWALL PLATE W
ALU
RIM JOIST TYP. -
SHEAR WALL CORNER CONNECTION m!�'" DBL.SILL PLATE O
BASEMENT SILL PLATES TO FOUNDATION ANCHORING
ANCHOR BOLT (I)k4 REBAR IN
SHEAR CONE-MIN. O
12"LENGTH
30"MIN. FOUNDATION
REBAK LENGTH WALL TYr.
CONSTRUCTION DETAILS *WIND LOAD PATH CONNECTION DETAILS 112"MIN. !�
N(OT TO SCALE FROM CORNER LL
SLOPE" 1/4"PER FOOT PITCH TO METAL HOLD-DOWN/UPLIFT ANCHOR
DRAIN
GENERAL WIND PROTECTION CONNECTION NOTES WIND RESISTANT CONSTRUCTION CONNECTORS
Adapted from Standard for Hurricane Resistant (Residential Construction; SSTD CONNECTION LOCATION: PART NUMBER: NOTES:
1 0-99 and 2001 SBC High Wind Edition Wood fFrame Construction RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS
PLUMBING RISER DIAGRAM
Fasteners and Connectors for Wood Frame Construction RAFTER TO-WALL H7 APPLY TO EACH RAFTER
NOT TO SCALE I . A continuous load path between footings, fouindations walls, floors, studs and APPLY TO EACH RAFTER
RAFTER TO-PLATE H8 or H2.5
roof framing shall be provided. U
PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD z
2. Approved connectors, anchors and other fasttening devices not included In Lp
the Standard Building Code, Table 2306.I shall) be installed in accordance with 2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or CS20 @ 3G" APPLY TO EACH WALL STUD
manufacturer's recommendations. HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUDz Ln
3. Metal plates, connectors, screws, bolts, and) Halls exposed directly to the
CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD W
weather or subject to salt corrosion in costal areas, shall be stainless steel or SHEAR WALL HOLDDOWN ANCHOR SSTB I G APPLY TO EACH SIDEWALL END —� m
hot dipped galvanized. WRAP UNDER DOUBLE SILL PLATE (]
15T. FLOOR UNDER SILL PLATE C520 (USE WITH 3" SQUARE WASHERS)
4. Where windows and doors interrupt wood structural panel sheathing and
siding, framing anchors or connectors shall be provided at the top and bottom USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. U O >-
of cripple studs, header studs, and at least one stud at each side of opening. FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. z
5. Ridge straps shall be attached to each parr of opposing rafters except where
Q z
z z
collar tees of I x6 or 2x4 lumber is located in upper third of attic space and
attach to each pair of rafters. `!
G. Uplift connectors shall be provided at each rafter bearing.
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' W
of exterior corners. OF
8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the
foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x
1/8" washers. A minimum of one anchor bolt shalll be provided within G to 12 ,-
inches of each end of each plate. Anchor bolts shall have a minimum embedment
of 7 inches in concrete/masonry foundations. Ainchor bolts shall be located L
within 12 inches of of corners and at spacing not exceeding 4 feet on center.
7
GENERAL NOTES:
FRAMING NOTES:
• The information on this set of construction documents is to relate basic design
intent and framing details. They are intended as a construction aid, not as a
substitute for generally accepted good buddmg practice and are in compliance with • All lumber is to be Douglas Fir#2 or better at 16"on center
current New York State budding codes. The general contractor is responsible for
providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation N
W
finished, structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA'
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• General contractor to coordinate all subcontractors, scheduling of work and • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include a�
interaction between trades. squash blocking web stiffeners at bearing points on girders and other load bearing areas N Q
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• The contractor is responsible for ensuring that all work and construction meets O
or exceeds current federal, state and local codes, ordinances and regulations, etc. • Structural Steel ASTM A36 - FY= 36 KSI F-
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These codes are to be considered as part of the specifications for this building plan.
W (0 N
• All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors,straps, 0 Q It Z
• If in the course of construction,a condition exists which disagrees with that as etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc.are to be
indicated on these drawings,the contractor shall stop work and notify the designer nailed/bolted in accordance with the manufacturer's specifications.
the engineer immediately. Should he fail to follow this procedure and continue work, O
he shall assume all responsibility and liability arising therefrom. • s Z
All floor sheathing is to be 4'AC type plywood,tongue groove and shall be glued and screwed to
W W
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. the floor Joists(G"o.c. edges* 12"o.c.field) Q
C� N C m
• The designer has not been engaged for construction supervision and assumes no • Solid blocking is to be installed every 8'-0"max. or mid span of all floor Joists with spans exceeding
responsibility for construction coordmating with these plans, nor responsibility for 8'-O". Blocking is to be installed at all point load bearing points.
construction means, methods,techniques, sequences or proceedures or for saftey
precautions and programs in connection with the work indicated. There are no • Install double Joists under all partitions running parallel
warranties for a specific use expressed or implied in the use of these plans.
o Contractor to provide hardwired smoke detectors, with battery back up,and with • All exterior wall headers to be 2-LVU5 as indicated on floor plans 4:sections and all interior
no intervening switches, on all floors and in each bedroom. Verify with local code headers are to be 2-2"x 8"unless otherwise noted. All headers exceedmg 5'-0"shall have a double ALTERNATIVE FOR OPENING PROTECTION
requirements as per Section R3 17 New York State Residential Construciton Code. Jack stud with a single king stud $on exterior walls provide double 5111 plate(typical).
O
Install carbon monoxide detectors as per code. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 6"AND MAXIMUM PANEL SPAN OF 8'-0"
• Provide insulation baffles at eave vents between rafters and soffit vents as indicated -
FOUNDATION NOTES: onlans SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS m0
p SHALL BD
E PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. � Z
• General contractor to review plans, elevations and details to determine • Exterior flashing is to be adequately installed at all connections between roofs, walls, (REFER TO SECTION I GO9.1 .4 AND I GO9.G.5 AND TABLE I GO9.1 .4) Q
intended heights of finished floor above typical grade. chimneys, projections and penetrations as required by approved constrction practices.
4-1 73 � O
13 FLOOR PLAN NOTES: TABLE 1609. I .4 M o
• Existing foundation to be pinned and solid concrete filled with fasteners as shown [�in 12u11d11143 sections. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
• Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS - -
• Footings shall bear on undisturbed sod within bearing capacity of 1.5 tons/sq.ft.
• All interior walls to be covered with 2"gyspu5m board with metal corner reinforcing. All FASTENER SPACING(INCHES)
• Concrete shall be FC = 3,500 PSI @ 28 days drywall products, including gypsum board, screw,Joint compound,tapes t trim shall be U.S. PANEL SPAN < 2'- 2'-0"< PANEL 4'-0"< PANEL G'-O"< PANEL W
• Concrete on 4"sand or gravel fill minimum, with GxG - 10/10 welded wire mesh Gypsum Co. or approved equal. All Joints shall recieve 3 coats of Joint treatment. Sand final FASTENER TYPE O" SPAN < 4'-0" SPAN < G'-0" SPAN < 8'-0"
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and (S)
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be spackled, 3 coats, ready for paint. D
adequately supported by precast concrete bar supports to assure that the reinforcement 2 I/2" #6 WOOD SCREWS 16 16 12 9 O
is held in position during concrete placement and finishing. • Interior paint to be Benjamin Moore, walls"antique white"and ceilings white, unless
otherwise decided by homeowner. All interior trim t mouldings to be high gloss white. 2 1/2" #8 WOOD SCREWS I G I G I G 12
• Isolation Joints are to be installed between the slab and the walls. Use preformed
Joint filler that is to be cut I/2" below the slab surface and the resulting Joint is to be filled • Insulation ratings and installation locations as indicated on floor plans�sections
- - - _ .. .
with an elastomeric Joint sealant. A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUSTT,) OF 130 MPH AND.. MEAN_ ROOF W
• Interior doors to be solid core wood; style to be determined. HEIGHT OF 33'-0"OR LESS z
• General contractor to install cop-r tex(or copper) sheet metal termite sheilds . All bath kitchen area walls and ceilings adjacent to wet areas to have water resistant B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. Q
between all wood surfaces that are exposed to concrete or masonry surfaces. C. WHERE SCREWS ARE ATTACH EP TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE W
drywall, and provide wonderboard for all areas set to recieve tile. -
• _ ___ WITH DRAWL
Dampproof exterior of foundation wall with a bituminous coating; Foundation
_-
ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM
excavation is not to be backfilled prior to the installation of the floor framing. • Kitchen to have granite countertops with ceramic tale backsplash; all baths to have CAPACITY OF 490 LBS. O
white ceramic the as selected by homeowner.
PLUMBING * HVAC NOTES: ("
O^/
• All plumbing work shall be done by a duly licensed plumber and must conform and adhere !SIL
to all New York State building codes*saftey requirements. 0--
• If wall plates or joists are cut during the installation of plumbing fixtures or equipment
contractor must provide appropriate bracing to tie framing back together. WINDOW AND DOOR 5C I-IEDULE
• Baseboard heating is to be hot water and zoned. Plumbmg contractor 15 to
adequately size the system and place the baseboards in an unobstructive location in each room
required to recieve heat. Minimum of one thermostat for each zone will be required.
• Plumbing fixtures to be Kohler brand or approved equal; color to be white, styles as W I TW2 1 04 1 0 TILTWASH 5.8 10.5 20 4 24.7 -2G.9 30 7
selected by homeowner.
W2 TW2842 TILTWASH 4.61 8.2 10 4 25.9 -28.1 30 4
• Mechanical subcontractor is responsible for adhering to all applicable codes and W3 TW2032 TILTWASH 2.47 4.2 10 4 25.9 -28.1 30 3 U
saftely requirements.
W4 C235 CASEMENT 4.6 9.9 1 10 4 1 25.9 -28.1 50 I - �S
• HVAC subcontractor to fully coordinate system data *requirements with the rr �
equipment supplier and to provide final system layout drawing and submit it to general contractor, V
owner and equipment supplier for final review approval. D I P551 I G8 PERMASHIELD GLIDER 14.G 30.4 50 5 23.2 -29.3 45 1 z Ln
W
ELECTRICAL NOTES:
ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLE55 OTHERWISE SPECIFIED J cn
• All electrical work to be BOARD OF PIKE UNDERWRITERS approved and to include WINDOWS TO BE WHITE EXTERIOR, PINE INTERIOR, CLASSIC SERIES LOCKS HARDVNAKE IN WHITE FINISH AND FULL EXTERIOR SCREENS Q r^
installation of fixtures t specifications as indicated on plans. Light fixtures to be supplied by
owner and installed by contractor. GPI outlets required at bathrooms and exterior areas. Install SIMULATED DIVIDED LIGHT GRILLES WHERE SHOWN ON ELEVATIONS z
all outlets as per code. All work rs to be done in strict accordance with the New York State Code ;"`JJJ` >-
by a licensed electrician. All new switches*outlets to be Levition, standard, supplied installed ( 1
by contractor. Contractor to do all hook-ups as required for bathrooms. z v
CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE PG UPGRADE KIT. z
z z
COEFFICIENT 1 .0 WITH 1 20 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS r C
M
TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. - 0
CUSTOM GRILLES- SEE ELEVATIONS OF LUL
WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REIMOVEABLE 5/8"WOOD STRUCTURAL PANELS
WITH MAXIMUM Of 8'-0"SPAN. FASTENERS FOR SPANS UP TO 0-0"SHALL BE 2 1,/2 - # 8 WOOD SCREWS AT I G"O/C, FASTENERS
FOR SPANS UP TO 8'-10"SHALL BE 2 1/2"- #8 AT 1 2"O/C. TABLE 301 .2.I .2
i
t
ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED 58221 �►b PAGE:
1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR
GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. Q
REFER TO SECTION R 1 609.1 .4 FOR ALTERNATIVE OPENING PROTECTION. U