HomeMy WebLinkAbout37247-Z �UFFBI Town of Southold Annex 6/1/2012
P.O.Box 1179
co
C 54375 Mam Road
o� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 35727 Date: _ 6/1/2012
THIS CERTIFIES that the building DECK
Location of Property: 1840 STANLEY ROAD MATTITUCK,
SCTM#: 473889 Sec/Block/Lot: 106,740
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
6/4/2009 pursuant to which Building Permit No. 37247 dated 5/24/2012
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 VICTOR&LYUDMILA MOUZYKIN
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Authorized Signature
s TOWN OF SOUTHOLD
�gUFFO�,�
BUILDING DEPARTMENT
y 2 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#: 37247 Date: 5/24/2012
Permission is hereby granted to:
VICTOR & LYUDMILA MOUZYKIN
1840 STANLEY ROAD
MATTITUCK, NY 11952
To: CONSTRUCTION OF A DECK ADDITION TO AN EXISTING DWELLING AS APPLIED
FOR.REPLACES EXPIRED B.P. 34792
At premises located at:
1840 STANLEY ROAD MATTITUCK
SCTM # 473889
Sec/Block/Lot# 106.-7-40
Pursuant to application dated 6/4/2009 and approved by the Building Inspector.
To expire on 11/24/2013.
Fees:
PERMIT RENEWAL $200.00
CO -ADDITION TO DWELLING $50.00
Total: $250.00
1
Building Inspe
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL .FULL
COMPLETION OF THE' WORK 'AUTHORIZED) , .
PERMIT NO_ 34792 Z Date JUNE 17, 2009
Permission is hereby granted to:
VICTOR_ •MOUZYKIN
1840 STANLEY RD
MATTITUCK,NY 11952
for
CONSTRUCTION OF A DECK ADDITION TO AN EXISTING DWELLING AS
.APPLIED FOR
at premises located at 1840 STANLEY RD MATTITUCK
County Tax' Map No. 473889 Section 106 Block 0007 Lott No_ 040
%pursuant to application dated JUNE' 4, 2009 and approved by the
Building, Inspector to expire on DECEMBER 17, 2010 .
Fee $ 200 . 00
Authorized Signature
COPY
Rev.. 5/8/02
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:
Ar For ne,.v building or new-usm
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 Compliaitce'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"ht.nd 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. Certificaie 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 8uiiding- $100.00
3_ Copy of Certificate o€.Occupancy-$25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy - Residential$1.5.00,Commercial$15.00
Date_
New.Construction: Old or Pre-existing Building:' (check one)
Location of Property: �pa,j
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Block Lot O
Subdivision Filed Map. Lot:
Permit No. 7S+1 �L Date of Permit. 5 -2-"( I Z Applicant:
Health Dept.Approval: Underwriter's Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ � k
G
Applicant Signature
pF SOUTy�Io
7 X `/
�'�OOUMY,N�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION I ST [ ] ROUGH PLOD.
[ ] FOUNDATION 2ND [ ] INSULATION.
[ ] FRAMING/STRAPPING KFINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
G 4
1
`I V do
r
DATE - -� °� INSPECTOR. '
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST) f
v
• FOUNDATION(2ND)
z
. c.
ROUGH FRAMING&
PLUMBING
' x
INSULATION PER N.Y. y
STATE ENERGY CODE
/o-
till
FINAL
ADDITIONAL COMMENTS
Zl-
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m
JL)z
d
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 G Planning Board approval
FAX:.(631)765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. :::3� Z5_ Check
;Septic:Form.
N.Y.S.D.E.C. .
Trustees
Flood Permit
Examined 1-7,20_0L Storm-Water Assessment Form
Contact:
Approved Y, /7 20 Mail to:..Oct t i1bi. , ,,
Disapproved a/c '
Phone: 42 .
Expiration / 2%
Building Inspector
PLICATION FOR BUILDING PERMIT
JUN -4 . ll . ..
Date.; _�l.0 lam- 20-
INSTRUCTIONS '
TOW 0_0
F letely filled in by.typewriter or in ink and submitted to the Building Inspector with 4
sets o pans,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 lssue a Building Permit 4o'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 of applicant or name,if a corporation)
(Mailing address ofapplicant)
State whether applicant is owner, lessee',agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises 'I L uj ml heu 0 0 Li 11
(As on the tax roll or la eed)
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 roposed work will be one:
'610House Number Street Hamlet
County Tax Map No.,1000, Section. 0 Block Lot h.
Subdivision Filed Map No. Lot
2. State existing use and occupancy'of premises and inted use and occupancy of proposed construction:
a. Existing use and occupancy ��V1 R�� UUI�Uvlc�—
b. Intended use and occupancy Sly i
3. Nature of work(check which applicable):New Building 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 �� 01 Depth_ o��.�
Height Number of Stories
L:1
Dimensions of same structure with alterations_ or additions: Front
Depth Height` Number of`;S i�ries 1_..=ill
8. Dimensions of entire new construction:Front Rear e �.3 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 NOZ
13. Will lot be re-graded?YES NO XO Will excess.fill be removed from premises?YES NO!"
14.Names of Owner of premises .4 44D�_ kq Address& '� C� Phone No.
Name of Architect Q H .>Af , P Address, Phone No „]�-73S -
Name of Contractor 0y4Le,V 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 E 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)
C SS:
COUNTY OFJ_L
Oax\w Waa being duly sworn,deposes and says that(s)he is the applicant
(Name of iridiviaual si ing contract)above named,
(S)He is the lDerm qLQA u MilE 0.BUNCH
aoiita_ ...York(Contractor,Agent,Corporate Officer,etc.) N0.-U1VU61866
Qualified in Suffolk Coun
�Comm�ssion1x?ires2dl 14 ti
of said owner or owners,and is duly authorized to perform or have performed the sai wor an o ine and firdms 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�t�before me this
� day of Q 20C)�
1►__P
Notary Public '' ignatu re' f Appli t
TOWN OF SOUTHOLD .PROPERTY RECORD CARD
oao - / o ( - '7
-OWNER STREET VILLAGE DIST. SUB. LO
�uGa C-
FORMER OW ,ER -z, r N E `. ACR`/
d
�u s f S . W. TYPE OF
EEA
RE SEAS._ VL. FARM COMM., CB. .: MIC& Mkt. Value'
LAND IMP. TOTAL: DATE REMARKS
1 S 0 13 34 i cJ w -i i'n : Cmodu lar
;n 70
T.
AGE BUILDING CONDiI' ON
NEW NORMAL BELOW ABOVE ,_
FARM' Acre Value Per :Value
Tillable - .:FRONTAGE ON--WATER ,
—WO
Woodland. FRONTAGE ON ROAD..
Meadowl.and DEPTH ' -
Hm6e Plot 600 �o.il
BULKHEAD
Total DOCK
'Cs
4 1
b 3`�s,A.� � '4 may' • � • I '
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Foundation
Rooms Ist-Floor
Recreation' Room
Driveway
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Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
col PROPERTY LOCATION: S_C.T_M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
/620 _a& —, STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN
District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
----------------------------------------------------
Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No
----------------------------------------------------
Will this Project Retain Ali Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site?
(This item will include all run-off created by site clearing and/or construction activities as well as all Site El
Improvements and the permanent creation of impervious surfaces.)
2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?
This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! —
3 Will this.Pioject Require any Land Filling,Grading or Excavation where there is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel?
4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of
Five Thousand(5,000)Square Feet of Ground Surface? F —
5 Is there a Natural Water Course Running through the Site? ❑
Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? /kc
6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ �(
One Hundred(100')of Horizontal Distance? t
7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑
into and/or in the direction of a Town right-of-way?
8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of El J�
any Item Within the Town Right-of-Way or Road Shoulder Area? /
(This item will NOT include the Installation of Driveway Aprons.)
9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑
NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading,
Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit!
----------------------------------------------------
EXEMPTION: Yes No
Does this project meet the minimum standards for classification as an Agricultural Project?
Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! _
STATE OF NEW YORK
OUN7 OF �'l. e...............SS
That I.............QW1` ,. .. -��.............................being duly swam,deposes and says that he/she is the applicant for Permit,
(Name of individual signinjQomment) CONNIE D.BUNCH
Notary Public State of New York
And that he/she is the C/.:4z1. �'...... No.0lbU6185050
...............................................
(owner,Contractor,Agent,Corporate iQiTITfIission Expires April 14, 0la
Owner and/or representative of the Owner of 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 herevvith.
Sworn to before me this;
(
..........I.........1: n................day of.... �,!(\-k................... ,2( �
Notary Public: ..... ."'an/�'`.e.............. ............ .(!.... ......... ............ .................
Isla. f :e cf 2Fpl-cart)
FORM - 06/07
Tr Southold Town Building Department
4�OSUFF�I'�co� P.O.Box 1179 Permit#: 34792
54375 Main Road
o • Southold,New York 11971 Permit Date: 6/17/2009
l fy (631)765-1802 Expiration Date: 12/17/2010
Parcel M: 106:7-40
BUILDING PERMIT RENEWAL LETTER
Dated: 5/16/2012
Applicant: VICTOR& LYUDMILA MOUZYKIN
Location: 1840 STANLEY ROAD MATTITUCK
Work Description: DECK
CONSTRUCTION OF A DECK ADDITION TO AN EXISTING DWELLING AS APPLIED FOR.
A FEE OF $200.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: VICTOR&LYUDMILA MOUZYKIN
Address: 1840 STANLEY ROAD
MATTITUCK,NY 11952
The permit listed above has expired. Please contact our office as soon as possible to begin the renewal
process. All work on the project must stop on the expiration date.
No work is permitted or authorized beyond the expiration date.
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
S.C.T.M. NO. DISTRICT: 1000 SECTION:106 BLOCK:,7 LOT(S):40 '
#R10-07-0058
LOT 9 LOT 8
N 71039'20" E CONC. 121.25'
0.2'N WIRE FENCE 0.YN
FE
W MON. - EL 55.0
AT CORN Ire__....
EL 53.2 IV) jo g5
t� p I
og
FE.
LO u7
LOT 15 ��
tO :i
LOT 17
_i ,c•, 0
o
I
w
..EL 54.5o.
44.0, EL 64.7
io t'2.0'
^J 1 STRY. FRM:
DWELLINGS. W .
L 50' 44' FFL 56.7 -r
,i ram► 12.0' - ..
EL 54" 44.0' �D 24.9'
7
CD40 3 ` EL 54.5 W
COVERED
1 CIO
FOP.CH - a ~..
3 .
Cc > >-t
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N' J9SO.
EL 51.7 3 �- 9 7.30•EL 52.4
-- TC 49.97 U.P. S 71�39'20" W 121.257 -U.P, #15 .
C 52.25`p-,
' - CONC. CURB
_..._..-..-.._.._.._.._..-."_.._..._.._.._.._.. 7-
EXISTING WATER MAIN
CL 50.36 STANLEY (50') ROAD. 52.32,
35tf ASPHALTIC CONC. PAVEMENT
1
FINAL SURVEY 08-1.3-08 74E WATER SUPPLY, WELLS AND CESSPOOL
LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS
ADD DRAINAGE & TOPD 07-07-08 AND OR DATA OBTAINED FROM OTHERS.
AREA: 20,006 S.F. OR 0.46 ACRES ELEVATION OAruM: __--ASSUMED _-_- -
UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR.SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF:-LOT 16' CERTIFIED TO: ADVANTAGE TITLE AGENCY, INC.;
MAP OF: SUNSET KNOLLS VICTOR MOUZYKIN;.LUDMILIA MOUZYKIN;
FILED:APRIL 9, 1970 AS #5448 CITIBANK, N.A.;
STUATEO AT:MATTITUCK LAWYERS TITLE INS" CO.;
TOWN-OF: SOUTHOL'D IENNETH.M. WOYCHUK L.S.'
SUFFOLK COUNTY, NEW YORK Land Surveyipg and Design .
P.O.'Box 3, MatUtuck, New York,. 11952
(�w�4 PHONE(631)248-1588 PAC(831)2CB-I5B8-
FILE p 27-37 SCALE:1 =20' DATE:MAY 7, 2007 n.Y.S.LIC NO.50227 m.Jnt.lu+nr tn,r-ard.of RoberL J.0--y
I 2 3 4 5 6 7 8 10 I ! 12 13 14 15 1 6 17
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THESE PLANS ARE AN INSTRUMENT OF
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NOTIFY BLI._G, 'S AT ta� A"!SI �
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i65.18L?2 �,.... ' '.4 F`?li TH:: �,a �..><.��•r:
d INSULATION : OLLC'V ii � I,'r ►— I�b :"7 TF{:_ ,�E;i �,�° r4n� �THE
a 2"x6"@16"O,C. STUD WALL F O U N D A T I O N P L A N I ;. FC'.�' II:�I„f,' :. 0,..'�_D ..f� { I �� � i
FOR rp% PROJECT TITLE TE
d (NON LOAD BEARING) A I 2. RCiu ^ L
SCALE: I/4"=11OII �::�a _ r , � .� i i' ll`{�;�i:"i'� •
Q
4. FlnrAL ,,j{ 7;^4.�
EEOA C "PLET'- G.C. ADDITION .- ,.�,� .�y�,.
ALL CONSTf�U�TiO�z SHALL MEET T''E� ri a•;r+tlTl0lllJ' . "
a REQUIREMENTS aF•T;i cODEs of N. 'N ��.
YORK STATE. NOT RESPONSIBLE F Rio-
a DESIGN OR COi.STRUCTiO"1 ERROF 3. DRAWING TITLE
D E T AIL >�,
FOUNDATION AND
LAV,'For ANY PEP SON, DETAILS
Ll?gLES S ACTIkiO U',.'D£C;Ttfv". /
A^CHITIECT,TO ALTER ANY �1 �,,_ E3
ITV'I ON 127 1S I}'�R":.'�ING IN � PRINT DATE SCALE
ANY WAY.A IZY A!...'i•HORIZED AS NOTED
f,LTEr Atn!D!f VilUZ,T1JE �1
NOTEV,,ISEALM,AND ISSUE
DEC.13, 20OG '
r-wll FI�T�`::
DRAWING NO. STORM MITER Rl
IN
pm PJ � I;.NT TO SECT':C
ux
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a
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REF. NO.
0000
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
ISSUES/ REVISIONS
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l�
PREFAB
P.T.2"xG"PLATE ON STRUCTURE
STEEL BEAM
w
0
TOP OF STEEL
FLUSH WITH
TOP OF
FOUNDATION
W8x 18�` WALL
SHIM AS
REQ'D.
a ° °
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4 G
a
° 12 °
r�1
d a n a pmq
° ° .. �' d d
° 3'-O" 5 6'-O"
d d
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° G"x 12" CONCRETE PIER — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
F - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
m
I NOTE: AdIlk
D E T I L VERIFY 5TAIR LOCATION, I NOW
3"- I'-0" A - RUN AND FRAMING WITH 8'TH. POURED CONC.
WITH HOUSE MANUFACTURER
FOUNDATION F-
I (�
0O UP WALL@B'-O" hT
o .
2NG"STUDS @ I G"O.C.
W/ 5/8 FIRECODE GYP.BD. r ALL RIGHTS RESERVEDEA.51DE R-19 GATT IN5UL CONTINUOUS 4 4
0 p I PROVIDE 5/8" FIRECODE GYP.BD, 8'x I Gil POURED
10
E� N I o ON CEILING INGARAGE CONCRETE FOOTING I T� THESE PLANS ARE AN INSTRUMENT OF
Q I I 1 SERVICE AND ARE THE PROPERTY OF
= 3/4 HR. RATED THE ARCHITECT. INFRINGEMENTS WILL
w CO DOOR I I « BE PROSECUTED.
0 4'-0"x4'-0"x P-0" D FRAME
- CONC.FOOTING
CL
I G'x 12" POURED
C JC.PIE �p
_ EQ
PROVIDE i E(�
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DETAIL A DETAIL B W8x 18 T POURED p� W8x 18
CONCRETE m I I I I I I I _
APRON
ITr
p Iv'O �4J J L ALL J COLUMNS 5TD.WT.3-1/2"O J
m I G� g0 STEEL WITH WELDED PLATES G"x 1 2"POURED I � w
FINISHED ROOM 2NG"5TUIID5 @ I G"O.C. TOP * BOTTOM (TYPICAL). COHC.PIER
W/ 5/8" FIIRECODE GYP.BD. T 3- I I ��
3 3/4 HR. RATED EA.51DE R:-19 BATT IN5UL _ NOTE: I r
— COMPOSITE DOOR — � _ — _ SURRFACE-MOUNEO VGHT 3/4 HR. RATED FRAMING ABOVE BY
PREFAB COMPOSITE DOOR HOUSE MANUFACTURER I I «
STRUCTURE I O \ _ PROVIDE RADIANT UNDERSLAB NVAT I I T O
- IN THIS AREA PROVIDE RADIANT UNDERSLAB HEAT
PROVIDE P.T. 2"xG"
SILL
TH VAPOR
4 =, = IN THIS AREA PROVIDE 4'TH. CONCRETE SLAB A DOIDNSECT BIARRIER, WRAP
4� I PROVIDE 5/8 FIRECODE I I CLIENT/OWNER
GYP.BD. ON CEILING THROUGH OUT REIIJFORCED STRAPPING UNDER SILL FOR
a I WITH W.W.ME5H AND G MIL, WALL AND STUDS ABOVE
G/8 BFIDRECODE I "VAPOR BARRIER PROVIDE 5/8 ANCHOR BOLTS
2 x4"STUDS @ 16"O.C. � -
22'-O" @3G"O.C.
a 1�BA I r
d I AND R-13 GATT TT IN5UL
FM FO`JS
dit - - - - - - - - - - - - - - - - - - - - - - - - -
__ _-
._ __ _.__ , RESIDENCE
_-___,____-_
4' d — TW210410 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - STREET
TW210410
W8x18 al j EGPE55 EGRE55 NOTE: TOWN, STATE
.7-0"-_-__-_- ALIGN CENTER OF WINDOWS WITH
a'( ( 5/8" FIRECODE CENTER OF WINDOWS ABOVE 56-0
d f GYP.BE). ,
R-1 9 BATT
a INSULATION
EOU N DATI ON PLAN
PROJECT TITLE
G 2'S<G"@ I G"O.C. STUD WALL I \
� � � r�
(NON LOAD BEARING)
SCALE: I/4"=I'O" /-� � � � GABLE Now
1
ADDITION
I\
DRAWING TITLE
DETAIL
FOUNDATION AND
DETAILS
PRINT DATE SCALE
r�1 AS NOTED
PM
ISSUE
DEC. 13, 2000
DRAWING NO.
prom
KA
g1C+G S�`,tNO',C A
REF, NO.
0000
12 1 .25' N7 I d39'20"E
MOUZYKIN DECr\N
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28'-O" iz
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PROPOSED NEW DECK
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ALL CONSTAIJ"7!")�I SHALL
MEET THE REQUi OF THE
CODES OF N�Ei� YG,,is'�STATE.
EXISTING HOUSE 51TE PLAN
TO REMAIN _
SCALE: 32' = 1'-0,1 A'PPRO�' D r:'. NOTED
DATE:�� � to 3
„ Information taken from curve ,
24 -9 1 /2 y NO iFY BG!if_ ' �!� , AT �
prepared by Kenneth M. Woychuk, L.S. 7165-1802 8 A. ass FOR THE
Land Surveying Design FOLLOWING
z
Mattituck, New York i FOI.�r<,n�_'r'' ' 'L �'' ' W
F`D ^/
EXISTING COVERED guaranteed to Victor $ Ludmilia Mouzykin 2• ; .R F ,Uri,.1. ,11 DO
STOOP :� % ' Q (f) }'
5CTM #: 1000- 1 OG-7-40 4. - `'J:,T Ln
0 surveyed May 7, 2007 w
j-j,-,i SHALL MEET THE
s t.�iry 3 71E CODE 7 OF NEVI zJ
N Property Areas:
zom
� - p Y `',:,i•:1'; a'r''�TE. s`v";�T .,_SFONSlE;i_E FOR <9
_ Lot: 20,0065.f. c �� 1 r� 0R CON>�TRUCTIOIN ERRORS. Z - o
Existing House OCCUPAE¢ as"
z N _ _.
(with Stoop garage): 15405.f. O
IS U��r../
Ln Existing Lot Coverage: 7.G% USE
v WITH/+ 1 ;art
O Proposed New Deck: 3925.f. OF
f F.
Total Area (existing new): 19325.f.
t
Total Lot Coverage: 9..G% PAGE:
f
12 1 .25' 571 d39'20"W
SL O N
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OF EXISTING WINDOWS; c�
EXISTING HEADERTO REMAIN, z
STUD-IN A5 REQUIRED
EXISTING HOUS'f N
TO REMAIN
DECK PLAN
SCALE: 4" = 1 '-0" z
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4"X 4"ACQ P05T ON z nj o
10" SONOTUB-W/POURED
CONCRETE FOOTING
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b 2- 2"X 10" ACQ GIRDER (TYPICAL ALL FOOTINGS) z
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�j PROVIDE 2"X 10" RJM BOARD
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2- - X 10"ACQ GIRDER - z O OO
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2"X 10" ACQ LEDGER BOLTED Q O p p ~
TO HOUSE FRAME WITH 5" co <D U - Q
"LEDGERLOK"SCREWS @ I Ism O C ; N co
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HANG D.J. FROM LEDGER WITH
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FOOTING FRAME PLAN
SCALE: 4" = I '-O"
4"X 4" P05T W/ 2"X 2"
BALUSTERS t CAP RAIL
I"X 10" RIM BOARD U _
— F—LOOR HEIGHT 4"X 6" DECK BOARDS CONTINUOUSLY AROUND z [�
(APPROXIMATE) 2"X 8" ACQ D.J. 16"O.C.
2- 2"X 10" ACQ CL/ —
N GI RDER z
BADE W — 1�
PROV. H4 51MP50N ABU44 —) O <9
CONNECTOR CONNECTOR(TYP) �O
2"X 10"ACQ LEDGER BOLTED a � Z � �
TO HOUSE FRAME WITH 5" m \ O z UD
"LEDGERLOK' SCREWS @ I G"O.C.; /r 1— U LLJ
HANG D.J. FROM LEDGER WITH I O" SONOTUBE W/POURED �J
51MP50N LU28 CONNECTOR z z Q m
CONCRETE FOOTING
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(TYPICAL ALL FOOTINGS) z (0 =
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SCALE: i = I '-O"
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PAGE:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING U5P METAL CONNECTORS OR APPROVED EQUAI5 FOR PROPER WIND U515TANT CONSTRUCTION. FOLLOW MANUFACTURE5 RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
4"MAX.
4" MAX.
4" DIA. MAXIMUM
4"DIA. MAXIMUM 4—
POST �
GIRDER/HEADER Z
z Q LIU 6
O O
N
m POST/COLUMN W N p
_ 12"xI2"x12" p Q Z
z
CONCRETE FOOTING
m
O
Z_
DECK P05T PTG. CONNECTION Q
LOCATION USP NUMBER DESCRIPTION APPLICATION
DECK/PORCH RAILING p � o m
POST-TO-GI RDEP/H EADER CONNECTION 4X4 POST PAU44 OP,WE44 P05T/BEAM ANCHOR APPLY TO EACH FOOTING
STAIR RAILING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLYTO EACH FOOTING
USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS
1-1/2"SPACE
MINIMUM
HANDRAILS
p p
GIRDER,— Z�
POST
GIRDERtHEADER }
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BALUSTERS RIM/DECK JOIST o CONCRETE PIER--'
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OPEN BALUSTER ATTACHED TO WALL
HANDRAIL CONNECTION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH P05T-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION
OF THE STAIRS. HANDGKIP PORTION OF ALL HANDRAILS
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USE NUMBER DESCRIPTION APPLICATION
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR M44 POST/BEAM ANCHOR APPLY TO EACH PIER
PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU660P,WE66 POST/BEAM ANCHOR APPLY TO EACH PIER W
U
FLASHING TUCKED UNDER Z
TOP PIECE OF SIDING AND LU
LAPPED OVER FIRST CONTIN.
GIRDMHEADER PIECE OF SIDING BELOW UNDISTURBED 501L
112"DIA. LAG BOLTS W!WASHERS LAY PLASTIC BASE DIRECTLY ON W U
CONNECTED TO BLDG. @ 16"OC UNDISTURBED SOIL(ORGANICS REMOVED) �/ W
LEVEL BASE p
STAIR TREAD ° FIT CONSTRUCTION TUBE AND PLUMB z
- POST/COLUMN fl ° BRACE TUBE
RIM BOARD FLOO FRAMING
Z o ° R � �'•I.1\ FILL AS PER MANUFACTURES'INSTRUCTIONS
2x JOISTS
STRINGER
=III=III=,,III-III ,III=III ,III-III ,III-11
BLOCKING FOR JOIST HANGER O
POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS
LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/B .
4s4 SOLID COLUMN PBS44/FESE44/KC44 P05T CAP ANCHOP. APPLY TO EACH COLUMN DISTURBED/ POOR SOI L
5TRINGER TO DECK/PORCH CONNECTION CxG SOLID COLUMN PBS(;6/PBSEG6/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR
HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL
DECK/PORCH LEDGER CONNECTION
LEVEL AND COMPACT BY HAND
LAY PLASTIC BASE ON COMPACTED GRAVEL
LEVEL BASE
r FIT CONSTRUCTION TUBE AND PLUMB
�1•I•'\ FIIR FILL AS PER MANUFACTURES'INSTRUCTIONS
I=li=1l=III=III=III=III-III=III=III=
•. -,III=III-,III=III-III-III-III=III-III-11
U —
WOOD JOIST z
WOOD JOIST 0 JOIST G)
BLOCKING CONIC. PIER FOOTING r t�
BIGFOOT SYSTEMS FOOTING FORM v —
GIKDER/HEADEK p IN ACCORDANCE WITH SECTION 104.1 1 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN W z [�
WOOD JOIST 1J✓OOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS
GIRDER/HEADER -� �,X AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT
PRESCRIBED IN THE CODE. —) Q
THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT Q }
ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT L0
FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER EK-5495 AND SUBJECT TO THE CONDITIONS THEREIN. z
<9
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH �-- O W
THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND r `
IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH KT 10 TYDOWN ANCHORS
TO ALLOW FOR SHRINKAGE. JOIST TO GIRDEWHEADER RTIO II II ITYDOWN ANCHOR CONNECT TO EACH JOIST
DECK * PORCH NOTES: NAILING SCHEDULE p 1--
1). Unless otherwise noted,all frammg material to be#I ACQ pressure treated lumber. NAIL NAIL
All fasteners, han ers and anchors to be alvinized or stainless steel. JOINT DESCRIPTION NOTES +ti y.` 0
9- 9 QTY. SPACING
JOIST TO: PER TOE
2). Girders for deck Joists to be bolted or anchored to each post or peer with washe s and nuts. 4-8d COMMON
SILL,TOP PLATE OR GIRDER JOIST NAIL .
Girders on concrete piers shall be anchored with proper steel connectors anchored
into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. CLIMATIC 4� GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE
)`
DESIGN GROUND WIND SEISMIC FROS 2-8d COMMON
TO JOIST END NAIL
T WINTER ICESHIELD L3'4'
3). Posts supporting girders shall be anchored to a 12"xl2"xl2"thick concrete footing. BLOCKING EACH TOE
LOAD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 2-8d COMMON
Use a minimum I12"dia x 7"long anchor bolt with washers and nuts.Footings Shall HAZARDS TO JOIST END NAIL -°•`
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
be 4 ft. below grade.
BLOCKING TO: EACH TOE
MODERATE SLIGHT TO 3- 16d COMMON
4). Deck oasts to have blockin at 8'O o.c.. 40 LQS. 45 LBS. 120 B SEVERE 3 FI. I I NONE - SILL OR TOP PLATE BLOCK NAIL �` A
J 9 TO HEAVY MODERATE ,"�,".,E° ,,�:;•
LEDGER STRIP EACH FACE
5).A minimum of 10 inch flashing shall be installed between the budding and ledger. TO BEAM 3- 16d COMMON JOIST NAIL `,r.~ 'a • "�� ` °-"`
Led er to be fastened to buddrn with 1!2"dia.bolts with washers and nuts T
9 9 JOIST ON LEDGER PER TOE r". s1 PAGE;
at 16"o.c. TO BEAM 3-Bd COMMON JOIST NAIL
6).Concrete piers shall be a minimum G"above rade. BAND JOIST PER END
P 9 3- 16d COMMON
TO JOIST JOIST NAIL
7).All Joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: 2- 1 6d COMMON PER TOE NAIL
to girder(s). SILL OR TOP PLATE FOOT - `