HomeMy WebLinkAbout45370-Z �o�0S11FF�L�cpG2 Town of Southold 1/8/2022
a P.O.Box 1179
o - _ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42667 Date: 1/8/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 75 Blossom Bend,Mattituck
SCTM#: 473889 Sec/Block/Lot: 115.-5-17
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/16/2018 pursuant to which Building Permit No. 45370 dated 10/26/2020
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:
addition and alterations, including deck and finished basement with bathroom,to existing single family dwelling as
applied for.
The certificate is issued to Fine,Gerald&Ors.
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45370 12/28/2021
PLUMBERS CERTIFICATION DATED
ut or ze Signature
�o�SufFat TOWN OF SOUTHOLD
oy BUILDING DEPARTMENT
N g 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#: 45370 Date: 10/26/2020
Permission is hereby granted to:
Fine, Gerald
.438 Sackett St#2.
Brooklyn, NY 11231
To: Construct additions and alterations to an existing dwelling as applied for.
Replaces BP#43163
At premises located at:
75 Blossom Bend, Mattituck
SCTM #473889
Sec/Block/Lot# 115.-5-17
Pursuant to application dated 10/26/2020 and approved by the Building Inspector.
To expire on 4127/2022.
Fees:
_ v6
PERMIT RENEWAL $151.00
Total: $151.00
Building Inspector
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#: 43163 Date: 10/24/2018
Permission is hereby granted to:
Fine, Gerald
438 Sackett St#2
Brooklyn, NY 11231
To: construct additions and alterations to an existing dwelling as applied for.
At premises located at:
75 Blossom Bend, Mattituck
SCTM # 473889
Sec/Block/Lot# 115.-5-17
Pursuant to application dated 10/16/2018 and approved by the Building Inspector.
To expire on 4/24/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $252.00
CO -ADDITION TO DWELLING $50.00
al: $302.00
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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00,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. `011g CJ!-
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 75 Blossom Bend Mattituck
House No. Street Hamlet
Owner or Owners of Property: Michael and Lisa Fines
Suffolk County Tax Map No 1000, Section 115 Block 5 Lot 17
Subdivision Filed Map. Lot:
Permit No. J Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: `/ (check one)
Fee Submitted: $ �b
Applicant Signature
pv SO(/l�,ol
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G io sean.devlin(@_ own.south old.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Gerald Fine
Address: 75 Blossom Bend city:Mattituck st: NY zip: 11952
Building Permit#: 45370 section: 115 Block: 5 Lot: 17
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: AS BUILT- Promaster Electric License No: 59226ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X, Service X
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 43 Ceiling Fixtures 7 Bath Exhaust Fan 3
Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 3
Main Panel A/C Condenser 1 Single Recpt 50A Recessed Fixtures 27 CO2 Detectors
Sub Panel 70A A/C Blower Range Recpt Elec Ceiling Fan4 Combo Smoke/CO 2
Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks
Disconnect Switches 28 4'LED Exit Fixtures Sump Pump 3
Other Equipment: Fridge, Oven, DW, Hood, W/D, 70A Sub Panel 24 Circuit/ 12 Used, Car Charger-
Outlet
Notes: " AS BUILT NO VISUAL DEFECTS " Whole House Renovation & Finished Basement
Inspector Signature: Date:
December 28, 2021
S.Devlin-Cert Electrical Compliance Form
l�� 3
O��OF SQUTy�!
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Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 . O
Southold,NY 11971-0959 Q y
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BUELDING DEPARTMENT
TOWN OF SOUTHOLD
DEC 1 3 2021
aI?��PG fi,PT, CERTIFICATION
Date: 2,1 1 !)12,
Building Permit No. > C)
Owner: Al I r u ci(
(Please print)
Plumber:
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
(Plumbers Signature)
Sworn to before me this
day o CQV- � , 20 a J
CONNIE D.BUNCH
Notary Public,State of New York
No.01BU6185050
Qualified in Suffolk County
Commission Expires April 14, z Da 3
iC,
OE 50u1�o
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
"INSPECT O
[ FOUNDATION 1ST [ ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] rING
REMARKS: -� -Okvv, %.
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DATE ll, INSPECTOR
*pF BUUIyo`o
# TOWN OF SOUTHOLD BUILDING DEPT.
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cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] GH PLBG.
[ ] FOUNDATION 2ND . [ INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING
REMARKS:
A-
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DATE 3 1 I INSPECTOR
# TOWN OF S LDING DEPT.
765-1:802
IN ,
S ON
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]_ FOUNDATION 2ND - [ ] ULATION/CAULKING-
[ ] FRAMING/STRAPPING [ FINAL #MSP-t
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE 3 ZJ2� INSPECTOR
of SOUTyo� 53 7 0 —7-
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TOWN-OF,SOUTHOLD BUILDING
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INSPECTION v
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] FOUNDATION 2ND . = [.: ] INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION
[: ] FIRE RESISTANT CONSTRUCTION .[ ] FIRE RESISTANT PENETRATION
[ .] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ]
CODE-VIOLATION [ ] PRE C/O
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALfa, Board of Health
SOUTAOLD,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
C.O.Application
Flood Permit
Examined Single& Separate
Storm-Water Assessment Form
OCT 16 2018
Contact:
Approved 20 ( Mail to: Robert Wilson
F 'D ' Elsl'T• PO Box 49 Southold NY 11971
Disapproved a c •�a
Phone: (631)504-8842
Expiration Q y 20��
Bu`iT6ngsp,-e;c- or
APPLICATION FOR BUILDING PERMIT
Date October 16th 120 18
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.
(Signature applicant or name,if a corporation)
PO Box 49 Southold NY 11971
(Mailing address of applicant)
State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician, plumber or builder
Agent
Name of owner of premises Michael and Lisa Fines
(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 proposed work will be done:
75 Blossom Bend Mattituck
House Number Street Hamlet
County Tax Map No. 1000 Section 115 Block 5 Lot 17
70,
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 Single family residential
Same with the following changes.As-built:Replace existing bay window in living room with new 16'sliding
glass door.Also replace existing 6'sliding glass door in kitchen with 8'sliding glass door.
b. Intended use and OCCUpanCyProposed:Add new 210 sq.ft.deck at the front entry.
3. Nature of work(check which applicable): New Building Addition V Alteration V
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1
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 66' Rear. 66' Depth 46'
Height ' 16' Number of Stories 1
Dimensions of same structure with alterations or additions: Front 66' Rear 66'
Depth 46' Height 16' Number of Stories 1
8. Dimensions of entire new construction: Front 26-1-1/4" Rear 26-1-1/4" Depth 71-$"
Height 16" Number of Stories 1
9. Size of lot: Front 195' Rear 244.99' Depth 152.69'
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated R-40 Medium Density residential
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO V
75 Blossom Bend
14. Names of Owner of premises Michael and Lisa l=ines Address Mattituck NY Phone No. (631)504-8842
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V
* 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 V
* 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 NOS/_
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OI—N
Robert Wilson being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Agent CONNIE D.BUNCH
"ietary Rn lic,State of Now York
(Contractor,Agent, Corporate Officer, etc.) No.0181161850
QuaHtied in Suffolk County M c)
Aril 14,2
of said owner or owners, and is duly authorized to perform or have performed the sai�,8&.j o mace 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.
Swo to before me this ^ oP _^ , ()
tO—�day of b / 20��S
Notary Public (Signature of Applicant
Scott A. Mussell ,��'0 Ir STOR IM[WA\T]EIK
SUPERVISOR
� � MA\lam A\G]EM]ENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY of 'fH E FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑0 A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑0 B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑0 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 answeredYES 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: Robert Wilson 115 5 17 10/16/2018
ipr Section Block Lot
`FOR'BUILDING DEPARTMENT USE ONLY****
Contact information: (63;-504-8842
Mk,ph—.Numbed
Reviewed By:
Date:
Property Address/Location of Construction Work:
n
— — — — — — — — —
75 Blossom Bend Approved foMana—gern—ent—Co—ntrolkan
rocessing Bldimit.
Stormwater Not Required.
Mattituck NY Stormwater Management Control Plan is Required.
® (Forward to Engineering Department for Review.
FORM * SMCP-TOS MAY 2014
O�OSufI:Q�_ COG. DEC .I 3 ��LDI EPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
BUIL
y ; TOWN O)MOaol Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
Ol ' rogerrOsoutholdtownnv.gov - seand(@southoldtownnv.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 12/13/21
Company Name: Promaster Electric Inc.
Electrician's Name: Fausto Lopez
License No.: 59226-ME Elec. email:
Elec. Phone No: 6313778059 ED I request an email copy of Certificate of Compliance
Elec. Address.: PO Box 425 Greenport, NY 11944
JOB SITE INFORMATION (All Information Required)
Name: Michael Fine
Address: 75 Blossom Bend
Cross Street: New Suffolk Ave
Phone No.: 9175834717
Bldg.Permit#: 45370 email:finemichael@gmail.com
Tax Map District: 1000 Section:115 Block: 5 Lot: 17
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
substantially rewired home. bgRmt4
Square Footage: 11500
Circle All That Apply:
Is job ready for inspection?: YES 0 NO ❑Rough In ❑✓ Final
Do you need a Temp Certificate?: ❑ YES ❑NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter#
[]New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals n 1 H Frame Pole Work done on Service? Ely N
Additional Information:
PAYMENT DUE WITH APPLICATION
ti ;�
o�OS�fFQ� COG DEC .l 3l;1JLDIF_.
EPARTMENT- Electrical Inspector
(Z J1OWN OF SOUTHOLD
BuILy
H TOWN O� oLoll Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
l , a rogerr(a�southoldtownny.gov - seand(c�southoldtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 12/13/21
Company Name: Promaster Electric Inc.
Electrician's Name: Fausto Lopez
License No.: 59226-ME Elec. email:
Elec. Phone No: 6313778059 211 request an email copy of Certificate of Compliance
Elec. Address.: PO Box 425 Greenport, NY 11944
JOB SITE INFORMATION (All information Required)
Name: Michael Fine
Address: 75 Blossom Bend
Cross Street: New Suffolk Ave
Phone No.: 9175834717
Bldg.Permit#: 45370 email:finemichaelCgmail:com
Tax Map District: 1000 Section:115 Block: 5 Lot: 17
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
substantially rewired home.
Square Footage: 11500
Circle All That Apply:
Is job ready for inspection?: YES ®NO ❑Rough In ✓❑ Final.
Do you need a Temp Certificate?: ❑ YES ❑NO Issued On
Temp Information: (All information required)
Service Size❑1 PhF]3 Ph Size: A #Meters Old Meter#
F1 New Service[:]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals n 1 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
�s�
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PERMIT# Address:-
Switches
ddress:Switches
Outlets
GFI's 1P
Surface
Sconces
HH s .[ �w
UC US
Fans `.. .. = .
ge HW
Exhaust ILI Oven
Smokes I DW Mini
Carboni IVlicro _.... . Generator: .
Combo i '�. _ Cooktop _." :Transfer*'
AC AH Hood ' Serwce
Amps .Have Used
..Special: �-:I- .. 5j- 70- ..-.. Z`.
Comments:
FO .yi
[,��P�r
7 own Hal l Annex j Telephone(631'-1'802
54375-Main Road Fax(631)734-9502
P_ O. Box 1 179 `
Southold. NY 11971-0959
BUILDING DEPARTMEN' T '
T
NOTICE OF UTILIZATION OF TI .USS_TYPE CONSTRUcTiON, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: October 16th 2018
Owner Michael and Lisa Fines, .
Location of Property: 75 Blossom Bend Mattituck NY .
Please take notice that the (check applicable line):.
New*residential structure
Addition to existing residential slw'uC ure
;+ Rehabilitation to an existing residential structure
to be constructed.-or performed at the s.(tbject propert-y_r°efer@nce above whit utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction{PW)
V Timber construction ( G).
in the following iocation(s)(check applicable line):
>/. Floor framing,including girders and beams (F) 1
Roof framing (R)
Floor and roof f aming (FR) . ;
Signature:
Name (person submitting this forin):^ RobertWilson
Capacity(check applicable line):
Owner
f •
_ -
_, V Owner representative j.
TrussResReglS.docx Effective 111/2015
6" DIAMETER
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tEFL'ECTIVE REO —ROMAN ALPHANUMERIC
DESTGNATION-OF`CONSTRUC CONSTRUCT
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400 OSTRANDER AVENUE, RIVERHEAD, NEW YORK
ALDEN W. YOUNG HOWARD W. YOUNG
n08PROFE8SIQNAL ENGINEER AND LAND SURVEYOR
' V LAND SURVEYOR. N.Y.S. LIC. NO. 1245 N.Y.B. OC. NO. 45893
�� �+ /�/� SURVEY FOR:
VICTOR F. WIL.LIAMS a JEAN E. WILLIAMS
LSD T NO. 31 ," MATTI TUCK ESTATE S,1 NC."
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HOLD SAVINGS BANK
^� • =MONUMENT THE TITLE GUARANTEE CO,
SUBDIVISION MAP FILED IN THE OFFICEroWN OF SC3UTHOLD
OF riff CLERK OFSUFFOLX CO(6N7'YON
SEPT,6,1965 ASFJLENO.4453. SUFFOLK CO., N. Y. BY
SCALE: � DATE: NCO.
1 e 40MAY 17, 1972 72 - 229
UIETZGEN 135 11846
�53�D
FINES RESIDENCE
75 BLOSSOM BEND
8 0 �j
GRAVEL I MATTITUCK N .Y.
3X8 ACO TIMBER TIES EXISTING: SINGLE FAMILY RESIDENCE
WINDOW WELL
DEEP FROM
TOP OF TIES. SCTM�# 1000- 115-5- 17
TO
GRAVEL
(2) CW13 CASEMENTS ZONE R-40 .33 ACRES
EGRESS
(2) 2x8 HEADER GENERAL NOTES
SILL @ 36" ABOVE FIN. FL.
1. All work shall conform to the requirements of the Residental Code of New York
State, County and Town Department Regulations, Utility Company requirements and
best trade practises.
2. Before commencing work the Contractor shall file all documents required by the
Building Department, pay all fees required by local agencies and obtain all required
permits.
3. The Contractor shall visit the site and verify all dimensions and the existing
conditions affecting the work prior to construction. Any discrepancies which would
WINDOW UNDER DECK interfere with the satisfactory completetion of the work described herein shall be
GIRDER — reported to the architect or property owner. Do not start work until such conditions
have been examined and a course of action mutually agreed upon. Failure to notify
�• the owner or architect of unsatisfactory conditions will be construed as an acceptance
FUEL TANK D of the conditions to properly perform the required work.
4. All work is to conform to the drawings and specifications of the architect and
engineer consultants.
5. The Contractor is to maintain a complete and up to date set of plans on the
-7" 13'-6" -11" 15'-11" job site at all times
6. The drawings are not to be scaled under any circumstances.
7. It shall be the Contractor's responsibility to ascertain all prevailing procedures
including storage and toilet facilities,protection of existing work to remain,access to
1 HOUR FIRE RATED work area, hours of permitted work,availability of water and electric power and all
SOLID CORE DOOR other conditions and restrictions for this particular location in order to execute the
o work in a careful and orderly manner with the least possible disturbance to the public.
8. The Contractor shall make the neccesary arrangements to utilities and services
WC
temporarily disconnected while performing the work as required.
9. The Contractor shall provide all dimensions and cut-outs for other trades.
10. The Contractor shall provide proper shoring and bracing for all remaining structure
GIRDER WITH DUCTS prior to removal of existing structure.
CN BOTH SIDES. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed
persons who shall arrange for and obtain all required inspections.The General
Contractor shall be responsible for scheduling all other inspections as required.
2x4 @ 16" O.C. 12. The Contractor is solely responsible for construction safety and shall hold the
RIGID FOAM INSULATION NEW EPDXY FLOOR ON 2x6 @ 16" O.C. owner and architect harmless from litigation arising out of the Contractor's failure t0
5/8" 1 HOUR FIRE RATED EXISTING CONCRETE SLAP RIGID FOAM INSULATIONrovide construction safety means and methods.
GYPSUM BOARD p y
FURNACE 1/2" GYPSUM BOARD
Z 00 ENCLOSED WASTE LINE
J
CONSTRUCTION NOTES
~ ' 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade.
2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted.
3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.
copper termite sheild.
4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
CRAHATCH
AccEss with the New York State Building Code and manufacturers specifications.
SUMP 2x4 @ 16^ O.C. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed
RIGID FOAM INSULATION upon by an engineer and certificates shall be issued stating same.
GARAGE SLAB 1/2" GYPSUM BOARD 6. Unless Otherwise noted all framing and Structural wood components shall be
#2 or better Douglas Fir.
GIRDER 7. All framing techniques and methods shall be as prescriptive design based on
AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)
or as specified in R301.2.1.1
8. All building envelope components shall comply with Chapter 6 of the Energy
Conservation Code of the State of New York.
9. Fireblocking shall be provided in all wood framed construction in accordance
with NYS Code R 602.8 to form an effective fire barrier between stories and
between the top story and roof space.
10. Protective panels shall be provided for glazed openings in accordance with
NYS code R301.2.1.2 if they are required.
CRAWLSPACE 11. All portions of the new structure are designed to comply with local geographic
and climatic criteria as stated in the following table.
GEOGRAPHIC & CLIMATE DESIGN CRITERIA
GROUND SNOW LOAD 45 psi
WIND SPEED 130 MPH
SEISMIC DESIGN CATATGORY B
WEATHERING SEVERE
FROST LINE DEPTH 36"
TERMITE THREAT MODERATE TO HEAVY
DECAY SLIGHT TO MODERATE
WINTER DESIGN TEMPERATURE 11
BASEMENT PLAN- FLOOD HAZARD AS NOTED
1 /4 " = 1 '-0" 10 . 2 8 . 2 0
REV. 1 2 . 9. 21 SCALE AS NOTED 10.28.20
A 101
1 OF 1
DEC 1 1 2021 �� �FopRv7 06
O
BUILDING DEPT. FESSI
TOWN OF SOUTHOLD PO BOX 49
JOAN CHAMBERS SOUTHOLD NY 11971
631-294-4241
FINES RESIDENCE
5/4" WOOD DECKING
75 BLOSSOM BEND
2X8 @ 16" OC ACO DECK JOISTS
DATE: �0 2-2X12 GIRDER ACO ANCHORED TO
���W n „ 16�� _COMPLY WITH ALL CODES Or MATT I TU C K N .Y.
10" DIA. CONC. PIERS ON 18" CONC. FTGS
'^ NEW YORK STATE & TOWN CODES @ 36" MIN. BELOW GRADE
FEE: �?.� AS REQUIRED . r IV 2X12 ACO LEDGER BOLTED TO FOUNDATION
I; r (,
EX
W/ 1/2" DIA EPDXY COATED BOLTS & ANCHORS EXISTING: SINGLE FAMILY RESIDENCE
765-1 C v r, / SQ (1111 T(1L�(t 17R d AIND ORP PEER Ott 01 N5L H 55[XTER OR TEO R N BLN OORIl DEEMS, N
%\I1^; 1 L^ ? t't.'r ; t 1 p •r I- -- - WRATEK+RIM PEBR.15 RE91,T1 SHILL IN E O 3,M M I5 51 W MEET E Dt�RAS,
BLAND OPEWN6 PROT'l ARRC FOR WNDBOWIE DEBRIS K1 z1-MEET THE
REOU+Rer�x}T3 OP TME LL ME T T5 e E TEST OF ASTM E AK16N
AND ASTM C 11 60 b S C T M# 1000- 115-5- 17
MGDIFI®Ix 6ecTION 6PI�.I.21.6ARA6E DooR BLnz®OP0VIN6 rPOTecnoN POR
�,.!�_(�'��''4iIrG � I;�r���:(-,_. ,-ti,.• _ GBOARD
WA.bBGR.tff PEERIS SHALL MEET TFE REOUIRcTENTb OF AN IMPACTiIES315TIIb
, _`^ 1.'.,;iJl�, i7 ,vr 11V Vlr TECO TECO STANDARD OR ANSI,DA9MA ub(SEE TABLE B¢.oW)
�-,,,,1. r ZONE R-40 .33 ACRES
LIxf=&TRI
I.E7�TWAN Xe INGN AND A
STEES
t F°.�,'I,� ,L'i'� `�';n';" 'r-�•-• FOOD 6rR,cTURAL PANELS wn4 A THIcxNEss of NOT
.' �''.- v .�:.:i f-' - - 1' SPAN OF NOT MORE THAN a Fir SHALL Be PeRHnTTeP FOR OPEMN6 PwTEenON.
rr�� ! + [] , MAKI$WALL LA'PRECUT AND ATTKHED TO THE FRAMIt/B 61RIRLXWIN6 TIE
�' I'tl f'I'%�I v .j LOPLNIN6 LGNTAININB THE PRODUCT MTM TME M Off(PENINS.PANELS SHALL lN'
rI !r, '•< I�LNIT14 T AT AS RWNT H p FOR THE ANUDW A YCTNOD AND SWALL�'•SECURED
.
14.1).UL KITH TI@ ATTACJIi�11'HARDP^ARe lMOVIDCD ATrPGNML'Nn3 SFIALL BE DC416NFD TO PROPOSED:
I I,All F"ST THE WWOIET AND CLADDING LOFT DIETMMINM IN ACCORDANCE wTH
EITT@R TABLE RBOIZ(W OR ASCE'L WITH THC P4°RMAN ATTGORR0910N-RE9-^4TANT
4, r ii.:gi- - C , ";;'T':;+j^Tt1^PI P,6Ur1" I I &ILPKNS�ATTAGHMEHTN�AW-eHITS TAME R".21.z`T15ft,;`MV"dN REPLACE EXISTING BAY WINDOW IN LIVING ROOM W/ NEW 16'-0" SLID. GL.
B1IILDINBS HITH A MEAN ROOF HMONT OP 45 FLET OI.LEVE PRERE TME ULTIMATE
t=_�UP',1 =':rf
C. , DES BXWiNDS2B�''6'6oHr4,I M., . DR. REPLACE EXIST. 6'-0" SLID. GL. DOOR IN KITCHEN W/ NEW 8'-0"
a"IL ! t.e , v, p•--:T g T'+ A•` 1/•'0.E i f !q - r-o, .• TABLE R.01.2.1.2: wNmonNC'amms PRoTECTIoN PA5TENMo
V ''���77F�� i 1'...'I °='u +r- t O a,o r SLID. GL. DOOR. ADD NEW 2 10 SO.FT. DECK @ FRONT OF HOUSE ENTRY.
r SCHEDULE FOR/V70'.D 5TT51GTURAL PANELS
FA5TENBR 5PAGIN&
{�TT t� „R� y 1 �•I I r`^-+. �'YI FT
THE:
p FASTENER TYPE 4 FOOT 6 POOT
� �F�i L"' .F u.rt 4-f'ewF. �'•'+n ;.'+.rs i VI... �1 6.
f� �p r- *., PANEL SPAN 4 PANEL SPAN 4 PALL SPAN
/'�1� n,""? F", t I !'-F,' ['T^ I NO.6 WPOO SCREW
IL/!-1� JIIippI C. �,'�r"%! � n�lJl�l S�Cj�_tr" F171 , ..1a ,,r4w.`➢ �Y�'a.F� �l I a� 54 FOOT <6 FOOT <a Poor
DESIGN{,V, 16 LJ�/I''�.�1,Lie,('v I71,1EI t.,^(r•I t„ p'T' 't t" s'"0 n"'- l'J ) •••••-'••"'R•�,•,."n'• ^'� EASED ANCHOR KTH 2 K 10 6
n 5q�, '. k INCH '9hEM LENOT14 ,r
,, ,,,, ti..,t'.,, ,.•..,g n E"•ST; d
REK
AINCH EMBEDMENT LENSTH
f NO.f0 WOOD SG
yy F` ;. EASED
ANCHOR KTH 2 - 16 12 -1
'.,-,.', R„-ea,.Y Ya r -.r k B•'6t �.L,,,: { - - LAO e WH ur16
6 16
•+,...r '- INCH EMDLDMeNT LeWTH
Ra. THIS TABLE IS BASED ON 160 MPH IILTHWATE
17E5I4N WIND SPEED AND A 83 F°pOT MEAN ROOF
b. FASTENERS.S,HALL BE INSTALLED AT 01-rMIN6
DECK SECTION �� "� - � �OF�.JCOo�� PANE
fes" PA5TMER9 5HALL Be LOCATED NOT LESS THAN
/"•'" INCH PROM THA EDGE OP THE PANEL.
C. ANCHORS SHALL PCNATRAtE"MSH THE
�I a....... K,v.,. EXTERIOR WALL COVERINS WITH AN EMBEDMENT
3 /4 " ,
- 011 8 • 2 . 8 �a•,•y wx LEN&TH OF NOT LESS THAN 21NC.HE5 INTO THE
MS LDIN6 FRAME.FASTENERS SHAW-E51-LOCATED
0 C H 1,1 n COL 235 I NOT Lt55 T14AN 214 1NGHE5 FROM THE EXE OF TFI=
1 I CONCRETE DLOGK OR GONGPETE,
T 0('" r 1 (-„) & PANELS ATTAGHED TO MAW4W OR
{ !L [�,j]I'y f CODE. COLUMN 5TRAPPIN6 DETAIL M�`'O�'ATLIGGO SHALL BE ATTAC.HM 051HO
NEW DECK
1 , LLTI VIVIRATE WITK>RAJ,4ATL CA �OFI�LESS
26' 14^ EXIST
THAM 1,500 POIAIPS
TAHLI- R6O2.50)
FA5TENlINED SCHEDULE
USS PIACAR®INC REQUIRE TY�
I DESCRPTION OF EULDINS ELET£TZ -7% dpy SPAeAN6 AND LOCATION
����•-•
ROOF-
4-6d
OOF4-6d Box 1'2 4'7(0.119')OR
c ..____.-.-..--...__................_----___._...................._.__... ._. .._...... __..._ _......_........ __...._..._.... ..._._......-_.--------._ ----------- BLOGk'J EN GEII-No,01575 OR 1VETER5 5-Cd COMMON MA"XO 1")OR
X- I TO TOP PLATO
< OBox
a-IIXJ ,x0.12b'2 oR TOE NAIL
I ----- ---- --STEP------------------------------------------- ------ --- -
-2'X NAILS
9 1215X0.191
0""_ -0" -z -0" 1 - 4-adBOX t2;"xo.n570R
---- ----- --
1 ---STEP_-- n GE --6d GOMHON ):OR
ILIN6 JOISTS To TOP PLATE PER JOSr,rrF MAIL
D-10d BOX N IL x0.129'):OR
T i"NAILS
1 `
_O w ` 'x0 15
- -0
�� GEILINS JOIST NOT ATTAGHIED TO PARAUil.ftAFTHt, BOX(5'X17115')OR
_ _ -. LAPS OVER PARTITIONS[awe SecGGni 88029 32 -16dA'%0.167%
-.__ �_. .. a 1FACE MAIL GENERAL NOTE S
.I,I-1D02 9 COMMON 5 " DR
-.Q � �_ and To61e RGOSS I(47J 42'X0.161"NAILS
Ow 2-2X12 ACO GIRDER AiJCHORED TO ........... .. . .. ......._._ _____ ._. _O.. w _..--..-._-_- CEILINSJOIST ATTAc+�DTOPAa¢ALLELRaFrar 1. All work shall conform to the requirements of the Residental Code of New York
1 1p" DIA. POUR. CONC. PIERS ON......_.._.._._.__._......................................0.. ..C9.----.___.___----- 4 MEIi JOINT), TABLE R502.5.l(g) FACE NAIL
o [a�sSwtwaRACi29,I,RD0293vWTmMiRD02.5.1ttf)]
--- - - - State, County and Town Department Regulations, Utility Company requirements and
- - - -- - -- - POUR. CONC. FTGS @
---- 8"x8" --- -- O -w BEDROOM #1
w --------------------------------------3 6" MIN. BELOW GRADE TYP.-------------------- - --- J 4-10d BOX M%0.120")OR best trade practises.
@i__0 5 COLLAR TIE TO RAFTER PALE NAIL OR I Ys"X� 5-1011 GO WGIN M A"XO 1445%OR
2X12 ACO LEDGER BOLTED TO FOUNDATION W/ 1/2" EPDXY COATED LAG BOLTS & ANCHORS 91126E57RAP70KMMTER 4-VX0.15111NAIL5 PACE NAL Eh6+ftAPTJ'=R 2. Before commencing work the Contractor shall file all documents required by the
- STAGGERED AT 16" OC MIN. FILL HOLLOW CONC. BLOCK @ANCHOR POINTS -O O
---- - - -- - - - - - --- - - - - -- --- --- - Q w Building Department, pay all fees required by local agencies and obtain all required
- ------- ------ -- � a-Ibd 60X NAll5 r9}'X0 '7 Wt s'TOE NAII�ON ONE 5II7G
5HOd COMMON NAILS M'I,19514a%OR A"I Toe NAIL ON OPPOSITE permits.
(REMOVE EXIST. BAY WINDOW) ADD NEW 16'-0" SLID. GL. DR. "- -u--- ° KAPTER OR ROOF TR/5h TO PLATE 4-IOd VOX 1%0126");09 SIDE OF EACH RAFTER OR
--- 4-9•X0.151"NAL5 I 3. The Contractor shall visit the site and verify all dimensions and the existing
5-1/2"X14" HEADER W/ 2-2X6 PLATE AND TRIPLE JACK STUDS --_ TVP.- conditions affecting the work prior to construction. Any discrepancies which would
TO EXIST. MASONRY WALL BELOW 4-IOd GOMMox .1;W1 1,01% TOENAIL interfere with the satisfactory com letetion of the work described herein shall be
4-1 od N0X(9'X0.126"),aR Y P
1 ROOF RAJ`-TI TO KDOE,VALLEY OR HIP RAFTERS OR 4-s'X0.15111NAILS reported to the architect or property owner. Do not start work until such conditions
ROOF RAFTERS TO MINMLM 2'fUIDGE BEA4 3-16d BOX(•3 J"X0.155')OR
2-16d WHMON(9&'X0.162•);OR TOT NAIL have been examined and a course of action mutually agreed upon. Failure to notify
5-IodBOX NAILS,26'9,oR the owner or architect of unsatisfactory conditions will be construed as an acceptance
5-5•x0.131'^NAILS Y P
WALL of the conditions to properly perform the required work.
6d COMMON rsA"w016z) 241 oz.-FAcr NAIL 4. All work is to conform to the drawings and specifications of the architect and
6 SND TO STA(BLOT AT BRncED WN1 PAN35) IOd(9'X0.126'),OR "DG.PACE NA L
5"XO 131.1 NAILS Eengineer consultants.
LIVING ROOM ENTRY wdsox f5A%0153%OR5. The Contractor is to maintain a complete and up to date set of plans on the
5TUD TO 57LO AND ABIITTIN&5TLIP5 AT IN71ER5E1,TIN&WALL 9''X0,181•NAILS 12"Of.PAGE MAL
-1 GORN2e5(AT ERAGE7 WALL PAWLS) 6Job site at all times
111 COMMON 16"O.G.FADE NAIL
BATHRM #1 16d COMMON(6A„x0.162) 16"OG.P-AGH1 E06E FACE MAL 6. The drawings are not to be scaled under any circumstances.
O a D O 10 WLT-LIF HEADER IVTo2"HeAMR Ar,41'r SPALL=w 16d BOX t9)5'XOJW") 12"OG.EACH EDGE FACT NAI L 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures
5-edBOX(2A,Xo.IIS"1,OR including storage and toilet facilities,protection of existing work to remain,access to
u GON^NaSNEADeeroSTuP 4-oCOMMON8 •'9'')•`` roENA1L
IXO12 " work area, hours of permitted work,availability of water and electric power and all
62 cOMMO1(�A"xD.IaW.J 16"Oc.PACE NAIL other conditions and restrictions for this particular location in order to execute the
F1
12 TOP PLAT£TO TOP PLATE Ind Box(5-%0.1287,OR work in a careful and orderly manner with the least possible disturbance to the public.
5"X0131.1 XAILs 8. The Contractor shall make the neccesary arrangements to utilities and services
REMOVE WALL I 17"oL.FACE
ADD 2-1-3/4"0-1/2" LVL TEMP. BEAK, 3-2x4
BATHRM #2 o-lbdCAMM9N(S1�'XO.162'O,on temporarily disconnected while
p y performing the work as required.
TO SUPPORT 2X6 CEIL. JOISTS. ( NO Q TNOPRA LCI F .kii2WIhF5E15MIG ;;=;o�X�X P��},,ALONa,.OHa, O,. 9. The Contractor shall provide all dimensions and cut-outs for other trades.
L_ -- -- - 12-5"X0.151"NAILS END JOINT(MINIMLM 24"LAP
w 5 D1�1E)V6TF EACH SIDE OF 10. The Contractor shall provide proper shoring and bracing for all remaining structure
ncr.eLE ror MATE SPLICE Soo.Da DI,LR�,AND 13-ibd r9A"x0.1357 prior to removal of existing structure.
BRAu,ev NW-L LI(�SPAGIN6 t25' 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed
POST TO COL. BELOW
14 BOTTOM PLATE JOINT,RIM JOIST,NAND J015T OR Ad WMMON 0)6"Xo 16:2 16"or,FAC.ENVL persons who shall arrange for and obtain all required inspections.The General
AT 16d BOX M)5"xo 195'),OR
HLoaKINs(HOT AT 9RAG�YIAI--L PANELS) 5"xO1519 NAILS 12"O.C.PACE NAIL Contractor shall be responsible for scheduling all other inspections as required.
6d BOX MA'xalsw);OR9EAGH16.00GE
_PANAIL 12. The Contractor is solely responsible for construction safety and shall hold the
15
BOTTOM PLA7BTOJOINT,RIM J015T,NABSJ0157OR 2-IbdCOMMON tB&W,162%oR 2EAC+1Ib"O.G,FACENAIL owner and architect harmless from Iltl g
Bi- G 1145(AT HRAGHD WALL PAIZLS) 4-15%0.1510 NAILS 4EACN 1b"o.G-FACE NAIL litigation arising out of the Contractors failure to
KITCHEN DINING 4-6dBOX(2 "XO.115'),OR provide construction safety means and methods.
5-16d BOX Cs 6.X0155•),OR
4-6d COMMON(2 AIIX0.181'),OR TOE NAIL
BEDROOM #2
4-10d BOX(9•X1519, R CONSTRUCTION NOTES
16 TOP OR BOTTOM PLATE TO 51VP 4-5•x O 151 NAILS
9.1611 BOX t9 i"X0.1X0.195')1 OR
2-166 ComCTN M A"X0.162•),OR END NAIL
5-IMT
Od BOX(5"X0.126");OR
a 3'X0.15111 NAILS 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade.
5-I0d BOX M,,XO 126"),OR
EXISTING 11 TOP PLATES,LAPS AT GDRNme AND IRTffrSWTIoNs 2-186 GDMMON(3 N'X0162'),on FACE NAIL 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted.
O REMOVE EXIST. 6'-0" SLID. GL DOOR 93x0.121 NAILS 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.
TWO CAR GARAGE D OO ADD NEW 8'-0" SLID. GL. DR. W/ 5-Dd BOX 2 •XO.n57,OR
O Ib V BRACE TO MACH'5TUD AND PLATE 2-611 COMMON l3 K"X0121');GR copper termite sheild.
2-2X8 HEADER, 2-2X4 PLATE & 2-10dWX(5')0126"),OR FACE NAIL
DOUBLE JACK STUDS 29TAPLE9I%, 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance
2-5d�C.Ctl UAI f3X r2 j K"xe„ Opt with the New York State Building Code and manufacturers specifications.
I4 I'x6'S4✓FJ4TwN570EACH f'kAR211V6 2-57AFLxJ'!CR126"Jega FAZE NAIL 5. Pilins shall be installed b a licensed contractor to a depth and bearing agreed
2 STAPLES.I"GRrnvw 16ga"1 a/4"CON& g Y P g g
5-64 BOX r2 VX0.113"hoR upon by an engineer and certificates shall be issued stating same.
5.6d COMMO1(2 A"X0.151"),OR 6. Unless otherwise noted all framing and structural wood components shall be
5
-1001 BOX 011X0.126");0R
a 57APLIE5,I%,ROM,I69aJ V LoNe #2 or better Douglas Fir.
2a I'x6"AMLDWIDERSFATHIFI57DEACHEFARN6 WDLR7HANI xb PACE NAIL 7. All framing techniques and methods shall be as g
4-6daox(2;•'xo113•),OR 9 q prescriptive design based on
°5 eG�(a X�2e'1u:Jt°" AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)
4 STAPLE, IP'GRot"1N.I a.) ,"LONG or as specified in R301.2.1.1
FLo�x
4-92 Box(2 J°xo.ns•);OR 8. All building envelope components shall comply with Chapter 6 of the Energy
EXISTING 21 J015TT0511.170PPLA-MORSIRDER SDdCOMMbH(3A"xo-Lal"),OR Conservation Code of the State of New York.
a-IOd 5"0"X0.126"J;OR 7017 NAIL
92'X0.191"NAILS 9. Fireblocking shall be provided in all wood framed construction in accordance
ENCLOSED PATIO/SCREENED PORCH 6dWX P j-xo 119 41 04.TceNAIL
22 RIM JOIST•BANDJOISTORBLOCKIN6TONLLMTOP 6dWMTMaNt21,5•X0,I9r9,o4a with NYS Code R 602.8 to form an effective fire barrier between stories and
P'L.Are(BOOP APF'LIOATION9 ALSO) IOd BOX(5X0.129•),OR 61 oz.TOE NAL5"Xo191•NAIL5 between the top story and roof space.
2.&dCO ON(2n"X0 1 ITT ),on 10. Protective panels shall be provided for glazed openings in accordance with
BEDROOM #3 29 VX 6.S"LCORORI TO EACHJO15T ;-iodDoX""X1�"I:oKI FACE NAIL NYS code 8301.2.1.2 if the are required.
6ga.J%"LONE Y q
24 3"9UBFROOR TO)91ST OR 611vDER 5Id BOK IS A%0.1551,OR BLIND AND FAC£NAIL 11. All portions of the new structure are designed to comply with local geographic
2-16d COMMON M1,V'X0162•)
a_I6dBOX M&Xoaft„) and climatic criteria as stated in the following table.
25 2"4°LANICS 4NLANK!BEAM-FLOOR R(TILDE) 7-I Ed COMMON r5)5"X0162.1 AT EACH BtARMB,PAGE NAIL
-611 COMMON XO.16219
76 BAND ORRIxJoISTTOJo,ST W1. OR GEOGRAPHIC & CLIMATE DESIGN CRITERIA
4z1'XO.I91"NAILS, ); tNA NAIL
4-5'X 1490.STAPLES,a'GROWN
AS FOILLOV6
20d GUMMON t4"x0.1.12%;OR 92'o.G.AT TOP AND BDTTGNt GROUND SNOW LOAD 45 ps 1
AND 57AC:9BRCD WIND SPEED
10d BOX($"X0.1297;OR 24"C6.FACZ L T TOP 130 M P H
21 PA LT-UP SIRDERS A'V BEAM5,2-LNC i J.V'4ZR LAYER5 5°Xur.la r NAILS AM BOTTOM 5TA00EROPPO15112 51M 'ED ON SEISMIC DESIGN CATAT Y g
22-20dWMMON(4"Xo.I927;OK PAGE NAIL AT ENDS ANA WEATHERING SEVERE
5-10d BOX AT EACH FROST LINE DEPTH NEW YO
FLOOR PLAN W/ NEW DECK & NEW DOORS OUTDOOR 5-s'Xa'IBI „A1Ls P� �,DEE� 'Q 36"
SHOWER d-16dCOX COMMON
R TERMITE THREAT Gj 4p MODERATE TO HEAVY
26 LEASER 97181E 9LIPPORTIN6.101911°,OR 81.E-1LR-4 9-1611 COMMON CS A"X0.167");OR AT EACH JOIST OR RAFTER �Cr ;� L(,
1 11 4-5'X0.151 NAILS !
4-:WBOX(3X0.178'7,OR PArENAL DECAY .fi t {� SLIGHT TO MODERATE
WINTER DESIGN TEMPE
p ZR BRicowe To JOIST 2-IOd(:1'X:9125'9 EACH END,TOE NAIL r 1 LLI
1 /411 = 1 -0 8 . 1 2 . 1 O FLOOD HAZARD w AS NOTED
W20D 57RwwRAL PANELS,5LOR.AciR,ROOF AND INTERIOR WALL.1f-ArHi s To FRAMIN5 AND PARTICLE BOARD HALL
5HEAT14IN5 TO PR.WN&0517E TABLE R&g-51 9)FOR L'k10P 5TIaY TUi¢AL PANEL EXTERIOR WALL 5NEATHINB TO WAI.I PRAMIN01 - T' lY%�'t
')NAIL MUBrLCIOR,WALL) F
EXISTING IN-GRADE DECK 611 COVT-iON(2"X0.115
' " SdCOMMON(7J5x0, ';NAIL 6 17 A- 101 FLOOR LAN NOTES
31 1y"-I' 5d C47MMoN NAIL(2 J5"X0.191') 6 12? - T
• 10d COMMON(B"X0.148")NAIL,OR 6 12
172 IN. 111" 6d(2 6-W 1317 DEFORMED WAIL
I JS. OTHER WALL 9HEAT14IN6
1 A'STRLICTTJRAL CELLULOSIC FIBERBOARD1
W HEAD
33 �F1EA7-1111ie OIAM2TB1;OR I'DRAWN STAPLE b oJo„ 3 6
SHLAs'HTITi�H L CE4 "� '°FI DERBONRD D,AM6ET1sR.OR 11NNIZEGROWN STAPLE'1RUOOPINr.NAIL6 9,. 5 6 FLOOR PLAN, DECK PLAN & SECTION
'6ALVANIZED ROOFING NAIL,STAPLE
A"BYTPSUMSWtATH1M19"I Tlfrn WOR IA"LONE114SIIE57 T SCALE AS NOTED AUGUST 12 2018
96 W SYPSUM SHEATHtt46 • I%'&ALVANIZEP ROOPIN6 NAIL„STAPLE -I .,
+s,ALVAN1217D,I%'SeAr- .TOP£W OR 5
WOOD STRLR7RUAL PAMEL9 COMBINATION 9JSrLOOR UNDERLAYMM11T TO PRAMIN6
11 6d PEfORr4ED C1"X0.170'7 NAIL,OR
14'AND `•C' 9d CO"-40N C22)5"XO.191')NAIL a 12
5d COMMON h.(3'x0.191")120OR A 0
911 DEPORI+I6,7 A'X0.12O")NAIL b 12
lod COMMON(`g")40.146")NAIL,1 OR
54 1 All I&" ad DFFOW-fM(2 A•XO.120^)NAIL 6 17
FOR 51,1 6ch.25-4 Ran,I Foot.9041.mrn,11,1111 PER HOM.0447 m/e,1 4.1.6 545 W. re S S
a NAILS ARE`..A-tUOT1FC,OMM7N,BOX OR DEFORMED SHAWS EWEPT WHMP OTH KSE STATED,NAILS 11=FOR PRAMIWS AND sHFATHN&
CONNECTIONS 94fA11.HAVE MIWIMI.M AVERA6C r!ENDIMi6 YIELD STRQ1LSrH5 AS DHO1N4r 60 KSI FOR SHANK DIAMETER Or 6.142 IN-'.H(20d
COMMON NAIL..),-10 K51 FOR SKANK DIAMETEPS LAR6'1ETR THAW 0.142 INCH BUr NOT LAn sm THAN O.M IWA,ANP loo KSI FOR SMW �t O
DI AMITTPR4 OF 0.142 INCH OR LESS
d 5TAPLE5 ARE 16 IR
@AGE WE AND HAVE A MIwM.M 1116-MC "1£TLi2 H ON OIATCRDI-N WIDTH.
c.NAILS SHALL BE SPACED AT NOT MORE 114AN 6 INCHES ON CENTER A7 ALL SUPPORTS KiEFIF SPANS ARE 4b INC}ES OR 6REATER
d P;o^-i=oor DY 6-FOOT OR 4-POOT 6Y 4-ttP00 PANELS 5NALL Be APPLIED VERTICALLY.
o.5PACIN&of PA5TENERS NOT ING LIVED IN TH15 TABLE 9-(ALL BE W,-ZD ON TABLE 9602.2 W.
F-k+-ER THE ULTIMATE lPLIS 16N WIND Sremo Is 130 Mnd OR LESS,NAILS FOR ATTAGHIN6 WOOD 5TR111CTURAL PANEL ROOF SHEAT441N5 TO permits P�
OAVLF END KALL fRAMIN®5nALL!�WAGffi 6 INC-NES ON CENTER.10*iERE THE:6LTMA7E OE510N WIND SPEED 15 MREAT@R THAN 1:0 MPH. df affi 1 I expediting
NAILS FOR AT7AGHIN6 PANEL ROOF SHEATHN6 TO IMTPR>�DIA1E SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MiwMJM 48 INC
DISTANCE PROM BIASES.EAVt5 AND&ADLE END WALL5;ANA 4 INCHES ON CENTER TO&ABLE EI10 WALL,MWIN6.
99 SYPS(1M 9HP.AhIIN6 SHALL CONFORM TO ASTM G 19-16 AND 5HALL BE INSTALLED IN ACCORDANCE WITH SA 255,FIBERWABQ 5HEATHINS
5I!AL-L CONFORM TO ASTM G 205
h.9PACIN6 OF PASTENER5 ON PLOOR SI♦EATHINS EMeStS APPLIES Tn PAUL ED6MS9LPPYlRT'EI7 BY PRAMIWS MEMBERS AND REWIRED PO BOX 49
I°JL.OGKI 7 AND A7 FLOOR PERIMETERS MY,'_•1�A 5I 0OF F.BLOC< ON ROOF 5HF_ATHIN6 R%1 EtDGED APPLIED To PANG.£D&CS JOAN CHAMBERS SOUTHOLD NY 11971
9UPPORreD BY FRAMINS i�M1(j9Z9 AND REGYIIRED f3L.Ot',IGITl3.BLOGKIN9 OP RDOr OR P1AOR 9I4EATMIN4 PAJVI'.L EDAE9 PEIR!°E4JdIGUI.AIR TO
THE PRAMIN5 14ENMEWS NEFb NOT ME PRJ2VIDEP EXGL� AS RSW 8937 BY OTHER PROVISIONS.OF THIS CODE.M.-COR.P'ERII+IETEIC SHALL BE
WF-ORT'E17 BY fRAMIN&rllFr•ElaiS OR SOLID 15ACA4W9. 631-294-4241
I COHERE A RAPI'E'R 15 FASTENED TO AN ADJACENT PARALLEL CEILIW6 JOIST M ACCORDANCE M M THIS SC.EMLE,PR.OVIDE TWO TOE NAILS
ON
ONE SIDE OP T4 8)117178 AND TM NAILS FROM THE GEILINS J015T TO TOP PLATE IN ACGORPAWX WITH TNI5 5C4EDULt.THE TOE NAIL Oi
THE OPPOSITE SIDE OF THE RATER 54ALL NOT BE R5%11RIED.