HomeMy WebLinkAbout41640-Z o.,g�uFFQt'fCo� Town of Southold 6/27/2017
P.O.Box 1179
a -
°" h 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39032 Date: 6/27/2017
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 465 Farmers Rd, Mattituck
SCTM#: 473889 Sec/Block/Lot: 139.-3-29
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/8/2017 pursuant to which Building Permit No. 41640 dated 5/16/2017
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Guo,Run
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
u ed Signature
o�goFFnc��o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy SOUTHOLD, NY
X01 � N.
Baa
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#: 41640 Date: 5/16/2017
Permission is hereby granted to:
Guo, Jiun
415 Central Park W Apt 7B
New York, NY 10025
To: construct additions and alterations (deck addition) to an existing single family dwelling,
with FEMA permit, as applied for.
At premises located at:
465 Farmers Rd, Mattituck
SCTM # 473889
Sec/Block/Lot# 139.-3-29
Pursuant to application dated 5/8/2017 and approved by the Building Inspector.
To expire on 11/15/2018.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $336.00
CO -ADDITION TO DWELLING $50.00
Flood Permit $100.00
tal: $486.00
Building r __ -
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00
Date. 05/03/2017
New Construction: Old or Pre-existing Building: X (check one)
Location of Property: 465 Farmer Road Mattituck
House No. Street Hamlet
Owner or Owners of Property: Jlun Yi Guo
p
Suffolk County Tax Map No 1000, Section 139 Block 03 Lot 29
Subdivision Filed Map. Lot:
Permit No. (p q0 Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: v (check one)
Fee Submitted: $ 50
TtO'*
ture
CONSENT TO INSPECTION
&u o the undersigned, do(es) hereby state:
Owner(s)Name(s)
That the undersigned(is) (are)the owner(s) of the premises in the Town of
Southold, located at 4&5 75A ILM Zr'IZ. R OAP ,
which is shown and designated on the Suffolk County Tax Map as District 1000,
Section/393, Block 0,Lot X
That the undersigned (has) (have)filed, or cause to be filed, an application in the
Southold Town Building Inspector's Office for the following: l on$TRKCT R A*W
kL fs- S�4VI 1voa9&� 1PVCk4 , o vv)e:w�e �' — l6' a6o✓e Pad.2..
oU
That the undersigned do(es)hereby give consent to the Building Inspectors of the
Town of Southold to enter upon the above described property, including any and all
buildings located thereon,to conduct such inspections as they may deem necessary with
respect to the aforesaid application, including inspections to determine that said premises
comply with all of the laws, ordinances, rules and regulations of the Town of Southold.
The undersigned, in consenting to such inspections, do(es) so with the knowledge
and understanding that any information obtained in the conduct of such inspections may
be used in subsequent prosecutions for violations of the laws, ordinances, rules or
regulations of the Town of Southold.
f
Dated: '¢��!aO
(Signature)
S:wp
Y.-
(Print
:(Print Name)
(Signature)
(Print Name)
SO�lyolo
H O
i
eou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] F UNDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: tl
LAM ig i
DATE INSPECTOR `
qD
pF SOUIy�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKAV �K-0 b +�•
Com, lQV V"(" 6,1
fu
DATE �T�D INSPECTOR QfAOL
V OF SOpT�o
N 0
TOWN OF SOUTHOLD BUILDING DEPT.
765-18®2
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING / STRAPPING [ FINAL PW.4 •
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
MICHAEL GOLDMAN Architect, P.C.
June 5,2017
Re: Picker-Guo Residence
465 Farmer Road
Mattituck,NY 11952
Dear Sirs,
This letter certifies that footing diameter detail in plan, originally shown as 12 inches, has been
changed in the field to 10 inches. This change is acceptable.
Also, the footing depth, shown in plan at 36 inches, has been verified in the field at 36 inches.
Sincerely yours,
Michael Goldman D [E(Z[�Uvf� D
JUN 2 6 2017
BUILDDIG DEPT.
TOWN OF SOUTHOLD
32 BROADWAY, SUITL 1707, NEW YORK, NY 10004
lelepbone• 212 248 0218 fa,, 212 248 0216
www michaelgoldmanarchitect com
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans X
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 Survey X
SoutholdTown.NorthFork.net PERMIT NO. q 14 Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Pemiit
Examined 20 Single&Separate
Storm-Water Assessment Form X
ontact: rr
Approved 20 Mail to:y z V�N o/ xy-wx
Disapproved a/c 1 13:75
Mn nr= 20
Phone: 1�7Q fry 9( N[ qy
L
D �
D > In ctor
017 APPLICATION FOR BUILDING PERMIT 55P 5 e�e �►'►'1 a-`�' `�''"
Date APRIL 17 2017
BUMDING DEPT- INSTRUCTIONS
MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
® e a c t an to scale.Fee according to schedule.
of s i location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work v by this application may not be commenced before issuance of Building Permit.
SII AY — Q8d.2wapproval 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
Ba of Occupancy.
UlL �� g permit shall expire if the work authorized has not commenced within 12 months after the date of
TOWNi 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.
(Sign"Ofcant or name,if a corporation)
465 Farmer Road Mattituck, NY 11952
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
owner
Name of owner of premises Jiun Yi Guo
(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. TBD
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
465 Farmer Road Mattituck
House Number Street Hamlet
County Tax Map No. 1000 Section 139 Block 03 Lot 29
j �'So`d:5"•fir f'. rtt"� r},,�r`: ,'.?i 1R,�'"j
Subdivision Filed Map No. i Lot ! V U
,. J (_/ .J
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: i
a. Existing use and occupancy Single Family Dwelling-2 story "
b. Intended use and occupancy Single Family Dwelling-2 story F,, P 9 P<..17{71
3. Nature of work(check which applicable):New Building Addition ?ateratfoA XM,?'°"; `�°
Repair Removal Demolition Other Work/` '' ` t
1 escription)
4. Estimated Cost $4,500 Fee TBD
(To be paid on filing`Vs application)"!
5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor
If garage, number of cars
T-7 IT
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front 60.8' Rear 60.6' Depth 29.5'
Height +/- 19'-2" Number of Stories 2
Dimensions of same structure with alterations or additions: Front 60.8' Rear 60.6'
Depth 29.5' Height +/- 19'-2" Number of Stories 2
8. Dimensions of entire new construction:Front Rear Depth
Height Number of Stories
9. Size of lot:Front 130.60' Rear 158.52' Depth 303.40''�� q
10.Date of Purchase 12.09.2016 Name of Former Owner ani-Cee SNP t oe vA M L_H
11.Zone or use district in which premises are situated R-40 residential low density
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X
13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO_X
Jiun Yi Guo 465 Farmer Road Mathtuckff 11952 917-921-6591
14.Names of Owner of premises Address Phone No.
Name of Architect Michael Goldman Architect Address 32 Broadway#1707 NY,NY Phone No 212.248.0218
Name of Contractor TiHB' V I tJ /'AW'L%LLO Address 10004 Phone No.
O RA's pAWT144
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X 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 X 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 X
*IF YES,PROVIDE A COPY.
Odette Ferrera
STATE OF NEW YORK) Notary public-State of Near York
Qualified in New Yprk County
SS: Commms-)n No 01( E67'1484
COUNTY 0F_0� 1012S112U1.11
I,Jiun YI Guo being duly swom,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the owner
(Contractor,Agent,Corporate Officer,etc.)
of said owner of owners,and i4;Wly'authorized to perform or have performed the said work and to make and file this application;
that all statemecs ccritamed in this application are true to the best of his knowledge and belief;and that the work will be
anin
performed iv the manner set Forth- the application filed therewith.
Sworn to before me th,_s t1(i
day of ASC X_20 t
Notary Public tune of Applicant
ti
Scott A. Russell ,��° '� S'7['ORMWA T EIRL
SUPERVISOR MA NAI& G IEMIENT
SOUTHOLD TOWN HALL-P.O.Box 1179 u-
53095 Main Road-SOUTHOLD,NEWYORK II971
Town of Southold
Ol �
x
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
TO BE COMPLETED BY THE APPLICANT)
It
DOES THIS PROJECT INVOLVE ANY OF, THE FOLLOWING.
itI
YesNo (CHECK ALL THAT APPLY)
II it lli
❑[ A. Clearing, grubbing, grading or stripping of land which affects more
r than 5,000 square feet of ground surface. ;
❑[3 B. Excavation or f illing involving more than 200 cubic yards of material �?
within any parcel or any contiguous area.
j� ❑(XI C. Site preparation on slopes which exceed 10 feet vertical rise to
is 100 feet of horizontal distance.
!' ❑( D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area. lj
❑ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.REFOK -ro Skr-ET A-foo 6&/Ho/r011� .P1&K
❑[ ' F. Installation of new or resurfaced impervious surfaces of 1,000 square 1I1
feet or more, unless prior approval of a Stormwater Management �;
Control Plan was received by the Town and the proposal includes
-lin-kind replacement of impervious surfaces.
If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name,
Signature,Contact Information,Date&County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Pian
and a completed Check List Form to the Building--Department witl—your Building Permit Application.
;�APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other}3;( S.GT.M. ": 1000 �t�
I Dwrict
;r /� } ��
f( NAtiSE: ✓ /�h { / CJu ii '—�- 51-7/2,o 7
Section Block Lot t
a �} l ""FOR BUILDING DEPARTME T USE ONLY i!!
t( Contact In(ormatiom r / -9i/ 6 59) I !I S
a - - - - - - - - - - - - - - ( ;( Rev)ewtdBy:
it
jProperty Address/Location of Construction Work: t,t — — — _ — — — —Date_ — _ — _ — — — rj
Approved for processing Building Permit. i1
!'a!w�P��S 9a4 ' } ❑ Stormwater Management Control Plan Not Required
I'i ►�� �' �-''��� ! � t j 2r22- ':, SStormwater Management Control Plan is Required 1'1
,
i i''• U lForward to Engineering Department for Review.) !'!
FORM ° SMCP-TOS MAY 2014
l�
APPLICANT S.C.T.M.* 1000
(Property Owner,Design Professional,Agent,Contractor,Other) u� Z2- �115 CHAPTER 2316
f AA ■�� (16vo Storimwater Management Control Plan CHECK LIST
NAME 1 11Da section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
P��tDate: �6 * The applicant must provide a Complete Explanation and/or Reason for not providing
SlgnWure O Tc�W—N..b., �7y. �r7 all Information that has been Required by the following Checklists
1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE If You answered No or NA to any Item, Please P id s ' '
show all of the following items: NO NA If you need additional room for explanations,PI a a DD
a. Location& Description of Property Boundaries1\N b. Total Site Acreage. �
c. Existing-Natural& Man Made Features within 500 L.F. eS1 s - Iq.,
of the Site Boundary as required by§236-mc)i4J.
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 (Min¢num z Intervals) S Ifs, DI FyAIT
g. Location of all existing&proposed structures, roads, S ne limitedIt
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. e
1. Location of proposed Soil Stockpile Area(s),
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.
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sired to capture,store,and infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 inch (01
rainfall/storm event.
DRAINAGE INSPECTIONS ARE REQUIRED
3. Details&Sectional Drawings for storinwater practices are required for approval. Contact TOS Engineering
Items requiring details shall include but not be limited tor I R,4i-kfill
a. Erosion&Sediment Controls.
b. Construction Entrance&Site Access. •
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) ZJ
Ji.
d. LeachingStructures (e. .infiltration basins,swales,etc.) � "' o o e
FOR ENGINEERZRTMENTYSE ONLY**aEl
Additional Information is Required.
iReviewed& Stormwater Management Control Plan is Not Complete. I!
#; Approved By. — — — — — — — — — — — — — — — — — — — — — — —
t , Stormwater Management Control Plan is Complete. '
;i Date. /a , ® SMCP has been approved by the Engineering Department.
FORM SWCP Check List-TOS MAY 2014
r ,
- "1ON
APPLICA'T tJ
PACE 1 0( a —`
TOWN OF SOUTHOLD
I1LOODPLAIN' DEVELOPMENT PERMIT APPLICATION
This form is to be filled out in duplicate-
SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sijn)
1. No work may start until a permit is issued.
2. The permit may be revoked if any false statements are made herein.
3. If revoked, all work must cease until permit is re-issued.
4. Development shall not be used or occupied until a Certificate of Compliance is issued.
5. The permit will expire if no work is commenced within six months of issuance.
6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory
requirements.
7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable
inspections required to verify compliance.
8. 1, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO
_ THIS APPLICATION ARE,TO THE B T OF MY KNOWLEDGE,TRUE AND ACCURATE.
N '
(APPLICATS SR*ATURE) DATE '
SECTION 2: PROP SED DA-LOPMENT o be com lcted-by APPLICAly
NAME ADDRESS TELEPH NE
Jiun Yi Guo
APPLICANT 465 Farmer Road Mattituck, NY 11952 917-921-6591
_
BUILDER
ENGINEER
PROJECT LOCAnON:
• To avoid delay in processing the application, please provide enough information to easily identify the project
location. Provide the street address, Iot number or legal description (attach) and, outside urban areas. the
distance to the nearest intersecting road or well-known landmark- A sketch attached to this application showing
the project location would be helpful.
465 Farmer Road Mattituck, NY 11952
County Tax Map No. 1000 Section: 139 Block: 03 Lot 29
% r-A c: 0 SC-P AiA
FDP(93)
APPLICATION
PAGE 2 Of 4 ----
DESCRY TION OF WORK (Check all applicable boxes)
A. STRUCTURAL DEVELOPMENT
_ACTIViTI' TRUS G1 URE PG
oi(New Structure Residential(1-4 Family)
O Addition O Residential (More than 4 i=amiJy)
❑Alteration ❑ Non-residendal (Floodproofing? ❑ Yes)
❑ Relocation ❑ Combined Use (R.esidendal & Commercial)
❑Demolition P ❑Manufactured (Mobile) Home (In Manu-
E3 Replacement factured Home Park? ❑ Yes)
F_STIMAT'ED COST OF PROJECT S4/
B. OTHER DEVELOPMENT ACTIVITIES.
O Fill O Mining ❑ Drilling XGrading
❑ Excavation(Except for Structural Development Checked Above)
Q Watercourse Alteration(Including Dredging and Channel Modifications)
❑Drainage Improvements(Including Culvert Work)
❑ Road.Street orl age Construction
O Subdivision(New or Expansion)
O ndividuai Water or Scr System
Other(Please Spt
After completing SECTION 2,APPLICA.NW should submit form to Local Administrator for review.
$ 101-0; ELDODPLA.IN 12-M MINAT70I�t fTo�e completed by LC?CAt A{DMINi
IR1 . $TRA�'ORl
The proposed development is located on FM Passel No.. g Dated, Steal'
The Proposed Development:
. O istom'[located in a Special Flood Hazard Area (Notify the applicant that the application
review'is complete and NO FLOODPLAIN DEVELOPMENT PERMIT iS REQUIRED)-
&Is located in a Special Flood Hazard Area.
M zone desi pntion is
1(*-Year flood elevation at the site is: __�_Ft. NGVD(MSL)
❑ Unavailable
O The proposed development is located in a Qoodway.
FBFM Panel No. Dated
0 See Secti 4 for additional instructions. '
SIGNED DATEpq6;f .�L*/
0 'F
-
IN
NXU
Goo& Earth feet 600
metersi 200
�4�S�FFO(K�oG
Town Hall Annexy.� Telephone(631)765-1802
54375 Main Road c .t Fax(631)765-9502
P.O. Box 1179
Southold, NY 11971-0959.
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED'
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: 050
Owner: ::V tA^
Location of Property: A"6'5 I'/AIZk*fk.. K oA 0MA
a
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applica a I' e):
Floor framing, inclu ng g' der and beams (F)
Roof fr i g R)
Flo r off mi g F
Signature:
Name (perso su mitt this form):
Capacit ( ck applica a line):
Owner
Owner representative
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STORMWATER MANAGEMENT NOTES:
1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION °GN0 SURVEY OF
MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING aONc
AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. MON P/O PLOTS D 8c E
2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES,
A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF S
U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING `S8• AMENDED MAP OF
AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. O ZZBSjQ•.�a�NO Nc MATTITUCK HEIGHTS ,
THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS � $ c°
OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL
DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS MON PROPERTY OF GUSTAV BAYER
TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE
SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE FILE No. 1184 FILED JULY 24, 1935
SCREEN IS REMOVED.
3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, SITUATE
A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL MATTITUCK
BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT
SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES
SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS �711 TOWN OF SOUTHOLD
NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED
AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE SUFFOLK COUNTY, NEW YORK
OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES
SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED S.C. TAX NO. 1000- 139-03-29
UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED.
4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. SCALE 1 "=30'
5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. U7
6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED NOVEMBER 8, 2016
ON THE PROPOSED RESIDENCE. P MAY 7, 2017 ADD PROPOSED DECK & PAVERS
7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS 0
8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALSLO v, AREA = 37,540 sq. ft.
OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF o
FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. (TO TIE LINE) 0.862 CJC.
9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL E Tn
SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH ST AW
IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF
FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT,
WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE CERTIFIED TO:
VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO
TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING JIUN YI GUO
PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION
AND GROWTH.AND NATIONAL TITLE INSURANCE COMPANY
10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA LOANDEPOT.COM, LLC
VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER 88.23 ITS SUCCESSORS AND/OR ASSIGNS,
THAN 1 SQUARE FOOT IN SIZE. og AS THEIR INTERESTS MAY APPEAR
11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR „ w �o
SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF
OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO z
THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, NOTES:
OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR 1. ELEVATIONS ARE REFERENCED TO AN NAVD 1988 DATUM
CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD.
EXISTING ELEVATIONS ARE SHOWN THUS: xX.x
STEEL OR WOOD 2. FLOOD ZONE INFORMATION TAKEN FROM:
EXTRA STRENGTH FILTER FABRIC POST (TYP.) FLOOD INSURANCE RATE MAP No. 36103CO481 H
REQ'D. WITHOUT WIRE MESH SUPPORT ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
1O' MAX. O.C. SPACING ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
W/ WIRE SUPPORT FENCE 7
6' MAX. O.C. SPACING LOT
W/O WIRE SUPPORT FENCE "
FI,OI�—
I n
�— ATTACH FILTER rA9RIC SECURELY !� /
TO UPSTREAM SIDE OF POST
SILT FENCE D•TA! /
NOT TO SCALE /
O
NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO
MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER \
EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED \ OT 69
SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW L
OFF-SITE TRANSPORT.
36" HIGH POLE (MAX.) ci / N
STEEL OR WOOD POST
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34• .. CFiP ZEE S .n fE TO THIS SURVEY IS A VIOLATION OF
�� W000 ��yy a /�/ SECTION 7209 OF THE NEW YORK STATE
/ EDUCATION LAW.
ZA 6.2 s O COPIES OF THIS SURVEY MAP NOT BEARING
yca
<�: ' Y�0°�
10P . �/ /' �cG� "O THE LAND SURVEYOR'S INKED SEAL OR
O / �1 EMBOSSED SEAL SHALL NOT BE CONSIDERED
y�.
0". 6 /\ � �P O TO BE A VALID TRUE COPY.
/ ° ��R j \ o CERTIFICATIONS INDICATED HEREON SHALL RUN
D e' ff0 tJ fit^ ONLY TO THE PERSON FOR WHOM THE SURVEY
3 a e / JERN./ \ ILb O IS PREPARED, AND ON HIS BEHALF TO THE
DRAINAGE INSPECTIONS ARE REQUIRED TITLE COMPANY, GOVERNMENTAL AGENCY AND
Contact TOS Engineering at 765-1560 before
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI-
/ ° CT's TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
/�$ 7� •� Backfill, OR Provide Engineer's Certification
/ EDGE OF LAWN \ 1,11, that the drainage has been installed to Code. THE EXISTENCE OF RIGHT OF WAYS
ANDEASEMENTS OF RECORD, IF
ANY,, NOT SHOWN ARE NOT GUARANTEED.
0 a a LPNos \ EROSION
/ S uQ �� EDCE of W� \ LY& &SEDIMENT CONTROLS PREPARED IN ACCORDANCE WITH THE MINIMUM
�� P E \ ' ShaII 111CIUde but not be limited t0: STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
O A well maintained Construction Entrance ¶T THE L.I.A.LT BY T APPROVED AND ADOPTED
FOR SUCH USE BY THE NEW YORK STATE LAND
0 PLO \ 11!, .�J Wire Backed Silt Fencin , stabilization �'
g P� g & � ��OF �E�, ``•,,
W \ l �0F,5 exposed and\ Seeding of
o ` all, Rp°
_ /or inactive soils.
e� F
o0111
0• �oGawl, \\ .,I1, / APPROVAL OFSTORMWATERMANAGEMEN '
0 V� \ CORfrROL N _T
Code� o N O SN ,,l,, \ Date: /0 236
A
ate,,
Approve by:
�1 , 6 +
N.Y.S. Lic. No. 50467
�„�0n CO—
Nathan Taft Corwin III
1;� Land Surveyor
N ,�,,
00 GIY3�0
0� / 00 +��' I3/OF Successor To: Stanley J. Isaksen, Jr. L.S.
��� Joseph A. Ingegno L.S.
GOu Title Surveys — Subdivisions — Site Plans — Construction Layout
' PHONE (631)727-2090 Fax (631)727-1727
OFFICES LOCATED AT MAILING ADDRESS
1586 Main Road P.O. Box 16
Jamesport, New York 11947 Jannesport, New York 11947
FLOOD INSURANCE RATE MAP DRAWING LIST BUILDING DEPARTMENT NOTES
PREMISE IS IN SPECIAL FLOOD HAZARD AREA,ZONE AE, PER EFFECTIVE 2007 FIRM T.000 COVER SHEET
1• THE WORK DESCRIBED HEREIN SHALL COMPLY WITH MICHAEL GOLDMAN Architect, P.C.
A-000.00 EXISTING SURVEY PLAN ALL APPLICABLE FEDERAL, STATE,AND MUNICIPAL
BUILDING CODES AND REPRESENTS:
A-100.00 DEMOLITION &CONSTRUCTION PLAN NO CHANGE IN USE. 32 Broadway, Suite 1707
465 FARMER ROAD NO CHANGE IN OCCUPANCY. New York City, New York 10004
A-200.00 DECK FRAMING PLAN, ELEVATIONS/
MATTITUCK, NY 11952 SECTIONS NO CHANGE IN EGRESS. telephone: 212.248.0218 fax: 212.248.0216
A-300.00 TYPICAL DETAILS 2. THE WORK SHALL COMPLY WITH THE
REQUIREMENT OF:
• 2012 NEW YORK STATE RESIDENTIAL CODE
• AMERICAN WOOD COUNCIL DCA 6
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@ PERIMETER
NAREA OF: WORK
PLOT PLAN 1. _c_.E.,,T.:, TtA, ;,-r..E„"EC Key Plan
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ALL cclaS T,:110Th:N S;TALL I,IE .T TI
RFOJ!RE!',i'--i:TS OF 7H`-C0DFS OF NE-'�'1
YORK STATE. r<^T RE-FO'!SI6L E FOR 465 Farmer Road
3Fa DESIGN OR CONTSTRUCTION ERRORS. Mattituck, NY 11952
"N C 0 D-S{- DRAWING TITLE
i
465 FARMER ROAD
MATTITUCK, NY
COVER
41
Go de
Map dela��I)17Goo�la �� CONTACTS v%jy {� SEAL AND SIGNATURE DATE 04.1"1.1'7
OWNER r`A,! ! �EREU�iRr� PROJECT NO.
BUILDING & PROPERTY INFORMATION JUSTIN GUO - a ' - �'w � ' — ��5 �ELGpL ��T�
465 FARMER ROAD �g 9r#”" AS NOTED
MAT I UCC,N a 1952
STORIES:2 SCALE
i r W
BUILDING HEIGHT:21'-0" a T.000.00
917-921.6591-TEL �
CPOCCUPANCY:RESIDENTIAL �✓i i §*' I )'
GROSS FLOOR AREA:1,700 SF
LOT AREA:0.9 acre GENERAL CONTRACTOR `
SUFFOLK COUNTY TAX MAP NO 1000,SECTION 139,BLOCK 03, LOT 29 DWG.No.
BROS PAINTING&RESTORATION OI OF OS
ERVINCARRILLO �O• 1
631.276.9529-TEL TF 01691*-OF N CAD FILE No.
CARRILLOERVIN@GMAIL.COM
F011.
"c SURVEY OF
P/0 PLOTS D & E
0�'' Sas F° AMENDED MAP OF
''8sa�F °"° MATTITUCK HEIGHTS ,
14� PROPERTY OF GUSTAV BAYER
FILE No. 1184 FILED JULY 24, 1935
SITUATE
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-139-03-29
SCALE 1 "=30'
LA NOVEMBER 8, 2016
�o
AREA = 37,540 sq. ft.
(TO TIE LINE) 0,862 ac.
r^
CER TIFIED TO:
JILIN YI GUO
FIDELITY NATIONAL TITLE INSURANCE COMPANY
og LOANDEPOT.COM, LLC
W Zy ITS SUCCESSORS AND/OR ASSIGNS,
5 155�'1�„ zo A AS THEIR INTERESTS MAY APPEAR
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SjEP °. �'-• 5 G� UNAUTHORIZED SUV ALTERATION TI ADDITION
• 0� , • .� �, ,,� TO THIS SURVEY IS A VIOLATION OF
*'NO ZEE �$ �' SECTION 7209 OF THE NEW YORK STATE
O •$�••.: , EDUCATION LAW.
•
"3 4 e• b.1% /! p COPIES OF THIS SURVEY MAP NOT BEARING
' WaOo �aPC�PTHE LAND SURVEYOR'S�' c `d
EMBOSSED SEAL SHALL INOT DBECONSIDERED
e. •�p)f4� �� � P F� C� TO BE A VALID TRUE COPY.
/. ° ;• .. W�FyEj. \ �$ CERTIFICATIONS INDICATED HEREON SHALL RUN
OLY TO THE
PERSON FOR WHSU
IIS PREPARED, AND ON HIS BEHOALFTHE TO THERVEY
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND
• GAG \ TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
' •/ THE EXISTENCE OF RIGHT OF WAYS
EDGE OF LAWN \ AND/OR EASEMENTS OF RECORD, IF
\so ANY, NOT SHOWN ARE NOT GUARANTEED.
7 \s.
s -uQO \ W PREPARED IN ACCORDANCE WITH THE MINIMUM
P O STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY THE L.I.A.L.S. AND APPROVED AND ADOPTED
"P1�O�'/ P/O pLor OR
\-/ •Q� FOR
SUCH ASSOCIATI USE BY TH YORK TE LAND
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N.Y.S. Lic. No. 50467
��� / o S`�
I
m& - ��� Lathan Taft Corrin III
Land Surveyor
O„ /` ,rL7. 11� •� S Successor To: Stanley J. Isaksen, Jr. L.S.
� 'g•,t,� �� 0 Joseph A. Ingegno L.S. i
GOtS Title Surveys — Subdivisions — Site Plans — Construction Layout 1
,►'' PHONE (631)727-2090 Fax (631)727-1727
OFFICES LOCATED AT MAILING ADDRESS
1586 Main Road P.O. Box 16
Jamesport, New York 11947 Jamesport, New York 11947
DECK DESIGN NOTES
REMOVE AT LEAST 4" TOP 501L FROM EXISTING
FOUNDATION AND SHALL BE PITCHED AWAY FROM MICHAEL GOLDMAN Architect, P.C.
REMOVE EXISTING FOUNDATION. ADD GRAVEL FOR DRAINAGE. DECK DESIGN 15 BASED ON THE FOLLOWING:
:.
GONG. BLOCK NO /^J 6ROUD
I FROST INE LOW
L : 36" BE 32 Broadway, Suite 1707
3 •1 2. 40 P5F LIVE LOAD 4 10 P5F DEAD LOAD New York City, New York 10004
s REMOVE EXISTING 3. 20 P5F SNOW LOAD
-d WOOD DEGK (5" 4. WIND DESIGN: WITHSTAND UP TO 130 MPH
`'� ABOVE GROUND) 5. SEISMIC DE516N: GATE60RY B telephone: 212.248.0218 fax: 212.248.0216
AND AT LEAST 4" • \��� 6. TERMITES: MODERATE TO HEAVY GONDITION5
TOP 501E FROM -1. DECK DE516N SHALL SUSTAIN SEVER WEATHER CONDITIONS
8 REMOVE A�4" TO D GRAVELS TO AVOID OR
EXISTING =
-1k,
FOUNDATIONREDUCE STORM...,;.,,w. ._. , ;£; RM KATE R RUNOFF
\ - :;;." ;; _ '� .� •�J DATE REVISION
04.11.1-1 155U>= FOR PERMIT
-- - - - G GENERAL NOTES
O06 �AP .2
6A \ o DESIGN CONSIDERATIONS
1.REGUIREMENT5 ILS ARE BL I
OFTH 2O12A51EP ON THE A
NY5 RE51D NTIGODETI N U5TRY
0BE5T-PRAGTIGE5 AND APPLICABLE REFERENCED STANDARDS
J 50GH AS THE NATIONAL DE516N SPECIFICATION FOR WOOD
4 •� •�- 3 GON5TRUGTION.
p U 3� 1 2. FRAMING MEMBERS IN THE5E DETAILS ARE DE516NED FOR
A 40 P5F LIVE LOAD, 10 P5F DEAD LOAD, NORMAL LOADING
DURATION, WET SERVICE CONDITIONS AND DEFLECTIONS OF e/360
y FOR MAIN 5PAN5 AND e/180 FOR OVERHAN65 WITH A 220-POUND
4 p \ POINT LOAD.
3. THE U5E OF THE5E DETAILS TO DE516N AND CONSTRUCT
MULTI-LEVEL DECKS 15 PROHIBITED.
4
4 �0 MATERIAL SPECIFICATIONS
WOOS 4 I. LUMBER SHALL BE PRESERVATIVE-TREATED, SOUTHERN PINE,
r GRADE #2 OR BETTER. LUMBER NOT NATIVE TO NORTH AMERICA,
p 5UGH A5 IPE, MAY BE U5ED A5 DEGKIN6 ONLY; IT5 USE IN 6UARD5
p
4 � 15 PROHIBITED.
2. LUMBER IN CONTACT WITH THE GROUND SHALL BE RATED AS
I DEMOL I TI Oil PLAN "GROUND-GONTAGT." NOT ALL TREATED LUMBER 15 RATED
GROUND CONTACT.
3. CONCRETE IN FOOTINC75 SHALL HAVE A MINIMUM
GOMPRE551VE 5TREN6TH OF 3,000 P51.
7 " H STEP STONE 4. NAILS SHALL BE THREADED, RING-SHANKED OR ANNULAR
GROOVED. A 1/8-INCH PILOT HOLE SHALL BE U5ED AT
5.TOE-NGARRIA6E -BOLTS MAY BE 5UB5TITUTED WHERE
THROUGH-BOLTS ARE 5PEGIFIED PROVIDED GARRIA6E-BOLT
KA5HER5 (WITH 5GUARE HOLES) ARE IN5TALLED AT THE BOLT
HEAD.
6. FA5TENER5 5HALL BE HOT-DIPPED GALVANIZED, 5TAINLE55 N AREA OF WORK
STEEL OR APPROVED FOR USE WITH PRE5ERVATIVE-TREATED
1-3/4"H STEP 5TONE O '� LUMBER.
NEW WOOD DECK �� 1. HARDWARE AND MECHANICAL GONNEGTOR5, E.6. J015T
s-� +/-7" ABOVE NEW WOOD DEGK +/- 15" ABOVE HAN6ER5 OR P05T ANCHORS, 5HALL BE 5TAINLE55 STEEL OR
GROUND TO LEVEL GROUND D LEVEL WITH INTERIOR 6ALVANIZED WITH 1.85 OUNCES OF ZING PER SQUARE FOOT (6-185
WITH CONCRETE WD FLOOR NGE GOATIN6). LOOK FOR PRODUCT LINES SUCH A5 ZMAX, TRIPLE
FLOOR IN GARAGE ��FE ZING, OR GOLD GOAT.
5 L\�
RA` 8. FLA5HIN6 AT LEDGER BOARD GONNEGTION5 5HALL BE
NEW 24"X24" GONG P COPPER (WITH COPPER NAILS ONLY), 5TAINLE55 STEEL, UV Key Plan
, RE515TANT PLASTIC OR GALVANIZED 5TEEL WITH 6-185 GOATIN6.
PAVER5 W/ PEBBLE
� Q. THE USE OF OTHER MATERIALS AND PRODUCTS, OTHER THAN
fi IN BETWEEN TO g`'O 2�
AVOID STORM , ] THOSE PERMITTED HEREIN, SHALL BE APPROVED BY THE COUNTY
\ WATER RUNOFF PRIOR TO INSTALLATION.
W'✓" 15 .3 •o� �' Picker-Guo Residence
•�J �2� 465 Farmer Road
Mattituck NY 11952
�N �N
1 ° •
DRAWING TITLE
C
0 0- DEMOLITION &
CONSTRUCTION PLANS
p , ,
4 p
\ SEAL AND SIGNATURE DATE 04.17.11
p \, RC
!! q PROJECT NO.
REDd�` Ob C\ NG �Ay �'� SCALE AS NOTED
1d�. ya0
p
A. 100 .00
DWG.No.
A- 03 OF 05
. 01691A'N P� CAD FILE No.
2 G01�lSTi�UGT I ON �LAI�I Foy SEW�°
3 First layer flashing behind building
-200 Exterior wall sheathing and ledger board, and over siding
15'-8 3/8" (15/32" max sheathing) Second layer 'T' flashing over top MICHAEL GOLDMAN Architect, P.C.
2" I'-8 1/4" 6'-0" 6'-0" 1'-8 1/4" 2" and down face of ledger board
P05T 5PAGING/ Existing wall 32 Broadway, Suite 1707
77 BEAM SPAN
Decking over New York City, New York 10004
PROVIDE (I) 11 �—� Existing 2X10 deck joist telephone a 212 248 0218 fax: 212 248 0216
LE
ELEGTRIGAL ___ _. .._._.___._..._. __...._.__.._ __.___,._. ..... rim (band)
. _ ._ _ �..____..__ I __._ _I...__ I...
OUTLET z 2X8 ledger, same size
Q _ .. I
1 ._ ._._._______ .__. _ ____._____: _..� I _ 2X10 floor joist as deck joist
Joist hanger LUS26
(or equal) min.
........... ........_. _.
kF
/2lag crews or DATE REVISION
_ Existing concrete s 04.17.1-7 ISSUE FOR PERMIT
2 1/4"X41/2" Simpson SDS screws
foundation wall
_ .____. _ __ .._.._______. _........__.... _......_....___ ........__ -200 (or equal) staggered from top to bottom
o l. .._ .___._____._.. ..._._______.... ___.._._... .__....._. .... ; and spaced at spacing 23 for lag screws
o Q :. __ ._. ....___.............. .._._._...._...... __.___....._.. .... . GONGRETE FOOTING or 36" for through-bolts
i.._ ...Y 18" DIA (16" 50) X 6"THK
►-
P05T: 6X6 TAIL ® LEDGER TO BAND BOARD W LAG 5GREW5
— L�.
I.
m ' 23" for lag screws
z
or 36" for through-bolts
PROVIDE (1) ELEGTRIGAL Q
OUTLET N +
_,.,.._...,.,.. .._......_......_..... ......_._ _._ ___... .....
N .. ..........................,. _.._......._. BEAM: (2)2X10
O
................. ......._....___... .... JOIST 2X8 ® 24" O Gp'
_. ..,._...,.,_._, _. .__.._ _ _._ _,. _...._.......,_.. LEDGER BOARD 2X8
... ...........__._ ........_.._.. _,,.,,.____ .,. I......................., 2"
typ„
OO Oo Oo Oo
lag screw, thru-bolt or
anchor with washer, typ.
D GIG R M I NCS AL N 5 LEEDGER E30ARD FA5TENER 5FAO I NG AND GLEARANG
WOOD DEGK
" X 4" PRE55URE TREATED SOUTHERN PINE DEGK
" 6AP AFTER DRYING TO ALLOW 5TORM WATER RUN THROUGH
2" OVER HANG BEAM 5PLIGE AT INTERIOR 2" OVER HANG
P05T LOGATION5 ONLY -
\VI AREA OF WORK
LINEAR , GONTINUOU5 LE
LED L16HT +
FIXTURE 2X8 J015T GRADE 6X6 P05T (2) 2XIO BEAM/ (1)4 0 LIGHT AT BOTH
51DE5 OF DEGK
2 OVER HAN
6X6 P05T z
- 3" IN THIGK GRAVEL
12" DIA GONG. STEM O TO ALLOW DRAINAGE Key Plan
12 DIA GONG. STEM
m 2X8 J015T
',.;•' 18 DIA (I6 5G2) X 6 THK u- •�;. 18 DIA (I6 50) X 6 THK
FOOTING TO BE PLACED ON FOOTING TO BE PLAGED O ,� ��� !� Picker-Guo Residence
UND15TURBED 501E `.'. UND15TURBED 501E
6'-8" �1� t (2)2X10 BEAM 465 Farmer Road
T ld
t �
1'-0 1/4" BEAM SPAN BEAM 5PAN -o-I/4" Mattituck, NY 11952
OVER HANG R HANG DEGK �DG� D�T�I L
NOTE:IF REQUIRED, ADD (3) #4 REBAR5, EACH WAY, TO BOTTOM OF FOOTINGS, 3" CLEAR FROM VERY BOTTOM C-> 3°=,'-o•
2 5EGTI ON MULTI-SPAN lel/ FLU5H BEAM
DRAWING TITLE
" X 4" PRE55URE TREATED SOUTHERN PINE DECK
CAP AFTER DRYING TO ALLOW 5TORM WATER RUN THROUGH STRUGTURAL MEMBER WORK SHEET
JOIST 51ZE: 2X8 ® 24 O.G. ALLOWABLE PROP05ED DECK FRAMING PLAN
FLUSH JOIST HANGER ►n J015T SPAN cl'-8" MAX 6'-6 J" ELEVATIONS
OUT51 DE
BEAM 6X6 POST 2X8 J015T 2X8 J015T 2 6RA E 2X8 JOIST ,2XB LEDGER BOARD OVERHANG 2-5" MAX FLUSHED SECTIONS
BEAM 5PAGING/ 5PAN q'-8" MAX
2) 2X10/ (1) 4x10 6X6 P05T
FLUSH INSIDE BEAM _
c,yr,
BEAM INFLUENGE WIDTH
. .: ,.. -r r��-:.,-r--y+q.,,�r.r,,,A,,,a:�,�3-nri ;,r:r' %,°'✓i..,"9;'', ...., " i u
7 MAX
•. , ,. ,.,.;.:. ,:...,.., � .•... � O 1 ST I SPAN � 01ST 2 5PAN) 6-6
MIN THICK GRAVEL I ( J + J
TO ALLOW DRAINAGE SEAL AND SIGNATURE DATE 04.1 .1'7
12" DIA GONG. STEM 12" DIA GONG. STEMI BEAM 51ZE (2)2X10 OR (3)2X8 (2)2X10
EXISTING FOUNDATION ED
PROJECT NO.
. �. 18" DIA (I6" 50) X 6" THK I '': 18" DIA (16" 50) X 6" THK u- �' 18" DIA (16" 50) X 6" THK FOOTING TYPE I6 50 OR 18 DIA IS DIA c�
ti PEl Gp TF
FOOTING TO BE PLACED ON FOOTING TO BE PLAGED ON FOOTING TO BE PLAGED ON " ��'� SCALE A5 NOTED
UNDISTURBED 501E UNDISTURBED 501E UNDISTURBED 501L
FOOTING THICKNESS 6 MIN 6 ;;'T
' ,..:; r,
6-6 5/I6" 6-6 5/16" 6-6 5/I6" I P05T HEIGHTA.200 .00 14'-O" MAX 6" * � '="•
J015T 5PAN JOIST SPAN J015T 5PAN LE06ER BOARD FASTENER 5PAGIN6 LAG 5GREW5: 23" LA6 5GREW5: 23" i
THRU-BOLTS: 36 DWG.No.
NOTE:IF REQUIRED, ADD (3) #4 REBAR5, EAGH WAY, TO BOTTOM OF FOOTIN65, 3" GLEAR FROM VERY BOTTOM ,y d 04 OF 05
SGT I ON �q� �INg7,�l �Q� CAD FILE No.
2)8 d nails or (2)#8 MICHAEL GOLDMAN Architect, P.C.
wood 2x6 or 5/4 screws at each joist J015T AL16N TOP OF 32 Broadway, Suite 1707
("fi ve quarter") HAN6ER BEAM AND J015T New York City, New York 10004
boardIV
telephone: 212.248.0218 fax: 212.248.0216
do
P 3 J015T TO SEAM GONNEGTIO
J015T HAN6ER NOTE: DATE REVISION
WITH IN51DE J015T HANGER DEPTH SHALL BE 6REATER 041-1-1-7 15511 FOR PERMIT
FLAN6E5 THAN OR EQUAL TO 60% OF THE JOIST DEPTH
TYI=I GAL DEG�G I NG �, TYP I GAL JO 15T t�ANGEizS
I N.TS.
N.T.S.
3-PLY BEAMS
(2)2x10 or MUST USE P05T z 2-1/2" MIN
PRE-MANUFAGTURED GAP OPTION
(1)4x10 P05T GA
BEAM
Secure decking to top (2) ° DIAMETER ! x !
THROUGH-BOLTS ! ! BEAM SPLICE
BEAM MUST
or rim joist with #10X3" min. BEAR ON W/ KA5HER5 0 ! 1 Ln !
6X6 NOTG o 0 0 0
wood screw at 6 O.C. NOTGH P05T TO °
Joists 6X6 POST PROVIDE BEAM " MIN
WITH FLUSH 4 6X6 P05T
T16HT BEARING
NOTE:
I. GUT ENDS OF POSTS SHALL BE FIELD TREATED W/ WOOD PRESERVATIVE GONTAININ6 GOPPER NAPHTHENATE
2. P05T ANCHOR SHALL HAVE A I-INCH MIN BASE
fi�05T TO SEAM GONNEGTION
N.T.S.
Attach rim joist to end of each
joist with (5) #1 OXY min.
0 16" TYP FASTENER 5PAGIN6
0
wood screws
0
Rim joist e o 0 o a o AREA OF WORK
FOR 3-PLY BEAMS
ATTACHED EAGH
I" MIN " MIN. TOP 8 OUT5IDE PLY TO
BOTTOM I IN51DE A5 SHOWN
10d NAILS OR #10X3" 2 FASTENERS AT
WOOD 5GREW5. EAGH END AND
i�IM JOIST 2 CONNECTION 5TAC76ERED IN 2 ROW5 SPLIGES Key Plan
N.T.S.
6 �U I LT-Uig SEAM
N.T.S.
Picker-Guo Residence
465 Farmer Road
Mattituck, NY 11952
0 12" DIA GONG. 5TEM o I" MIN P05T BASE
grade
0 o DRAWING TITLE
a
i
NOTE: Lag screws must be hot dipped galvanized or stainless steel only
. v e 4 Ile ° a
Q. e II _ DETAILS
d d . a
A �_ I I n
M a-a - I I ° 1/2 dia.
a n 00
e .E Screw must penetrate
A
° e
. 4 e a •_ d ---_--
i a
beyond and board/rim
d a . djoist a minimum of /2
,,e d
04.1'7.17
.frOSt ° C G d SEAL AND SIGNATUREDATE
° hank
Length must extend through
G � o sA A. existing an oar rim Cols PROJECT NO.depth
°
r ORL -manufactured GFU°`O`'�, SCALE As "orEn
16 square p re
cast-in-place post anchor A.300 -00
18 dia. round
TY�'I GSL SOOT O�TI ON5 LAG 5Gi�EY�I DWG.No.
OS OF 05
N.T.S.
T9T 0169 Q CAD FILE No.
N.TS. S �O
FN W