HomeMy WebLinkAbout43391-Z o�gllfFQ,(ry-CDli Town of Southold 4/9/2019
P.O.Box 1179
a -
�' 53095 Main Rd
P4%O� �ao� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40302 Date: 4/9/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 560 King St., Orient
SCTM#: 473889 Sec/Block/Lot: 26.-2-35
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/15/2019 pursuant to which Building Permit No. 43391 dated 1/15/2019
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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Stille,Alexander
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40397 07-28 -2016
PLUMBERS CERTIFICATION DATED
th
th rized Signature
TOWN OF SOUTHOLD
�� ay BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
oy 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#: 43391 Date: 1/15/2019
Permission is hereby granted to:
Stille, Alexander
300 W 109th St Apt 911
New York, NY 10025
To: Construct addition to existing single-family dwelling as applied for.
Replaces BP# 40397
At premises located at:
560 King St., Orient
SCTM # 473889
Sec/Block/Lot# 26.-2-35
Pursuant to application dated 1/15/2019 and approved by the Building Inspector.
To expire on 7/16/2020.
Fees:
AMENDMENT TO PERMIT $81.60
PERMIT RENEWAL $138.80
Total: $220.40
Building Inspector
�SOFFn,rTOWN OF SOUTHOLD
BUILDING DEPARTMENT
C2 a 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#: 40397 Date: 1/11/2016
Permission is hereby granted to:
Stille, Alexander
300 W 109th St Apt 9R
New York, NY 10025
To: Construct addition to existing single-family dwelling as applied for.
At premises located at:
560 King St., Orient
SCTM # 473889
Sec/Block/Lot# 26.-2-35
Pursuant to application dated 12/18/2015 and approved by the Building Inspector.
To expire on 7/12/2017.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $281.60
CO -ADDITION TO DWELLING $50.00
Total: $331.60
r//� I/
But�!�lnspec
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. -e [ ( d t Zu 15
A, DDI T1
New Construction: O d or Pre-existing Building: (check one)
Location of Property: S d K �7S"�'�-r J d 7'
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Block Lot 365
Subdivision Filed Map. Lot:
Permit No. �� Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: �// (check one)
Fee Submitted: $
Applicant Signature
°F soUr�®l
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q roqer.riche rt(a-town.southoId.ny.us
Southold,NY 11971-0959 'Q
lyc®UNTd,�
BUII_,DI NG DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Stille
Address: 560 King Street City: Orient St: New York Zip: 11957
Building Permit#: 40397 Section: 26 Block- 2 Lot: 35
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Paul Burns Electric License No: 3897-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors 1
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors _
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances 5 Dryer Recpt Emergency FixturesTime Clocks
Disconnect Switches Twist Lock El Exit Fixtures TVSS
Other Equipment: 1- Paddle Fan
Notes:
Inspector Signature: Date: July 28, 2016
z Electrical 81 Compliance Form As
cOUNN,�c�
TOWN OF-SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ F UNDATION IST [ ],ROUGH PLUMBING
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL(FINAL) --_--__ ---- ----
[ ] CODE VIOLATION ] CAULKING
REMARKS:
/� leo
DATE INSPECTOR `/
pF SOUTy�Io
, 71
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• ao
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ "DATION 2ND [Vj 1 SULAT 10N
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLAT N [ CAULKING
REM KS:
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DATE A�� �� -INSPECTOR-
OF SOUTyolo -
l coUM'r,�
TOWN OF=SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION.' '
[ ] FOUNDATION-1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE' '� l� ,INSPECTOR
1 OE SO(/l
1 a 9
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycouNr+N�' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ 1,p6ULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
R ARKS:
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DATE INSPECTOR
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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 � �l 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
South oldTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Examined 20 I jJ -1 - - —_ __ __- Flood Permit
1 r r ---� Single&Separate
Storm-Water Assessment Form
Contact:
Approved ,20 I 1/) ��C � 8 2015 l I Mail to:T�
Disapproved a/c
�Di' f)EPT I
IJhlrY qF snb1r1• r.J Phone•
✓ ` U>✓
Expiration � ,20e4� �(J/
Bui mg In pe or (��j/ X13-X22
APPLICATION FOR BUILDING PERMIT
Date Ci / , 20�
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a pen-nit
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.
A&��C ST'LL-L &Aftz �U
r p �p (Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant i<o`w'_n�er, essee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises Me ALr5
(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. Liz-
�. ,,• $'`''"' a: t'�a►Fr '
1. Location of land on which Droposed work,will bed'one:
to P
House Number Street Hamlet
County Tax Map No. 1000 Section 4' Block v� Lot��
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy - ps/
b. Intended use and occupancy S 1 TJcfj T
3. Nature of work(check which applicable): New Building Addition V Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost aoa _ Fee
(To'be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor VIA
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing_structures, if any: Front ' � / Rear Depth ,
Height /'p Number of Stories
Dimensions o_f same structure with alterations or-additions: Front 4- Rear
Depth ! Height Number of Stories /
8. Dimensions of entire new construction: Front Rear ����� Depth
Height 1 CP Number of Stories J
9. Size of lot: Front 17 Rear q q,66 ` Depth d,07 IN17. /
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 NO1
13. Will lot-be re-graded? YES NO �/ Will excess fill be removed from premises? YES NO X
14. Names of Owner of premiseALEY z97L&e Addressl5(` , bA1 It)" Phone Nq4 . J /
Name of Architect btEEWA/� Address/,?O' V�iV Phone No t�-.J/ /X2
Name of Contractor 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 MAYBE QUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale,,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide-topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)-above named,
( is the Cj&U/VGO,
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to th wledge and belief; and that the work will be
performed in the manner set forth in the,applicationNf ���Suo of Now Yo*
No.01 MA4916018 ! JI-0,
��
Sworn to before me this commission Exnins
day of 20/6'
Notary Public , Signature of Applicant ,
< ��=F ,r" STcO�][�N[WA\TIER
Scott A. Russell 0-, j (-�
SUPERVISOR 0 -� IM[ANA(G]]EIMUENT
SOUTHOLD TOWN HALL-P.O.Box 1179 '
53095 Main Road-SOUTHOLD,NEW YORK 11971 ti Town of,SO u th o l d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE ANY OF THE 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.
❑�B. Excavation or filling involving more than 200 cubic yards of material
t within any parcel or any contiguous area.
❑�. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑0-6. Site preparation within 100 feet of wetlands, beach, bluff or coastal
3
erosion hazard area.
E][3,<. Site preparation within the one
floodplain as depicted
on FIRM-Map- of any
watercourse-.-El U�ff Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. ": 1000 Date-
� 2i� Dnt� . Vic./�r 2'e'NAME
Section Block Lot
ou 13UILDLNU D1EPA1$T EN"T L-Si- 0NI-Y
Contact Information
Reviewed By
Date
Property Address / Location of Construction Work. — — — — — — — — — — — — — — — —
r�&Z/ �;- &')/CI,/
�}- \x Approved for processing Building Permit.
�� (/ (// y Stormwater Management Control Plan Not Required.
— — — — — — — — — — — — — — — — —
® Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review)
FORM " SMCP- TOS MAY 2014
i
Town Hall Annex f Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 • �y rogerrichetOW(1�11SOuChO[C ny us
Southold,NSC 1197I-0959 r�//►y�yy�
"�NB11,
BUILDING DEPA•RTN EW
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
I
REQUESTED BY. Date:
-?
Company Name: �u �� s
Name:
License No.: 5612 2
Address:
Phone No.: V
2 3
JOBSITE INFORMATION: (*Indicates required information)
*Name: �-f
*Address:
*Cross Street:
*Phone No.:
Permit No.:
Tax-Map District: 3000 Section: Block: Lot:`
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection:
i NO Rough inFinal
*Do you need a Temp Certificate:
_ YES NO -
Ternp Infanmation Qf.needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*'New Service. Re-connect Underground NuMber of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
9`0-
82-Request for inspection Form (-e )A
ret C, X 51 T--
o�os��l'o1,��oG
Town Hall Annex jy ` Telephone(631-1802
54375 Main Road
P. O. Box 1179 Fax(631)734-9502
CZ x
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: JAoJ 20 , 26/0
Owner: C-xS7-1 L.L
Location of Property: E(P n kf-I N (4 �c �� (, e( r
Please take notice that the (check applicable line):
New residential structure
Addition to existing residential structure
Rehabilitation to an existing residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature: PL&M
Name (person submitting this form): _ 1�:-/ L- Cil _ S4
Capacity(check applicable line):
Owner
Owner representative
TrussResReg15.docx Effective 1/1/2015
6" DIAMETER
REFLECTIVE RED ROMAN ALPHANUMERIC
PANTONE DESIGNATION OF CONSTRUCTION
(PMS) #187 TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
2" MIN. REFLECTIVE
WHITE
1.. '
4
112" STROKE
11ESIGNATtON'FORST UCTt)-RAL - - - - --- - -- ----
COMPONENTS THAT ARE OF
TRUSS CONSTRUCTION
"F" FLOOR FRAMING, INCLUDING
GIRDERS AND BEAMS
"R" ROOF FRAMING
"FR" FLOOR AND ROOF FRAMING
TRUSS IDEM lRCPMON SIGN
001VIPLIANCE 1MTH 19 f�IICC�R PART 12CSs.�
UNMSCqE
cnoEs oIvislnrtEMPLE TRUSS IDENTIFICATION SIGN DATE:03J08�/20Q5
NEW YORK STATE DEPARTMENT OF STATE
DIVISION OF CODE ENFORCEMENT
AND ADMINISTRATION
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Southold Town Building Department
Q �11FF�1'9` PDQ.Box 1179
Permit#: 40397
VA
53095 Main Rd
C.0, Southold,New York 11971 Permit Date: 1/11/2016
%0��® �a` (631)765-1802 Expiration Date: 7/12/2017
lF Parcel W: 26.-2-35
BUILDING PERMIT RENEWAL LETTER
Dated: 4/24/2018
Applicant: Stille, Alexander
Location: 560 King St., Orient
Work Description: ADDITION/ALTERATION
Construct addition to existing single-family dwelling as applied for.
**Amendment fee due$81.60**
**Renewal fee due$k49-80** 138. W
total fee due$220.10**
A FEE OF $140.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: Stille, Alexander
Address: 300 W 109th St Apt 9R
New York,NY 10025
The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to,the Town of Southold. Mail to the Town of Southold Building
Department, P.O. Box 1179, Southold,New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
'Af so
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 Ger
Southold,NY 11971-0959 '®
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
February 25, 2019
Alexander Stille
300 W 109t' St, Apt 9R
New York NY 10025
RE: 560 King St, Orient
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
NOTE::--Foundation<location;.survey,:is1,required,before C`of"07165W-,Cetyped
Electrical Underwriters Certificate
A fee of$50.00.
Final Health Department Approval. -
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 43391- Addition
S.C,T,M.NO. DISTRICT[1000 SECTION.26 BLOCK:2 LOT(S).35
P.O.W.AS SHOWN ON KING STREET
PREVIOUS SURVEY BY
RODERICK VAN TUYL -
AUG 25, 1993 EDGE OF PAVEMENT
\ N85"59 30,.E U.P.�\\ IRON 97.80'
4.7'E*
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THE WAR?SUPPLY, RELLS AND CESSPOOL
LOCADONS SHORN ARE FROM Rao OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS
AREA- 15,390.78 SOFT, or 0.35 ACRES ELEVADON DATUM
VNAUIHOR2r0 ACTERA77ON OR A00f7WN TO THIS SURVEY IS A WOLARON OF SECRON 7209 aF THE NEW YORK STATE EDUCA71ON LAW COPIES OF DRS SURVEY
MAP NOT BEAR/NG THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES WDICA TED HEREON SHALL RUN
ONLY Tb Rff PERSON FOR KHOM THE
SURVEY/5 PREPAR£O ANO OAI H1S`B£NAIF TO 7H£RR£COMPANY,COVERNMfHTAL AGENCY AND CEND/NG fNSRTUT/ON
L1STE0/lEHEON,AND TO 7HE ASSfGNEES OF 7H£LEWOWC WSRTURON, GUARANTEES ARE NOT 7RANSFFRABLE,
THE OFFSETS OR DIMENSIONS SH09N HEREON FROM THE PROPERTY LWES`TO,INE S]RUCTURES ARE FOR
A SPfCYFIC PURPOSE AND USE 7HERFFOR£TTIfY ARf
NOT INIFNDED TO MONUMENT THE PROPERTY LWES O4 TO CtJ70E 7HE ERECRDN Of FENCES AOOIRONAL 57RUC)URfS OR AND 07H£R RdPROY£LlFN7S EASEMENTS
AND/OR SUDSURFACE S7RUCr7/RES RECORDED OR UNRECORO£O ARf NOT R/ARANTfEO UNLESS ntTY3lCq(CY EWDENT ON RIE PREMISES AT THE RME OF SURVEY
SURVEY DF DESCRIBED PROPERTY CERTIFIED TO ROBERT F. ERVIN-
MAP OF FIDELITY
NATIONAL TITLE INSURANCE COMPANY;
FILED. WELLS FARGO HOME MORTGAGE;
SITUATED AT:ORIENT
Tom OF.SOUTHOLD "NNE9'H M. WOYCHUX L.S.
SUFFOLK COUNTY, NEW YORK Lend Surveying and Design
P.O. Boz 3, Mattituck, New York, 11952
FILE® I I-49 SCALE 1°=20'DATE JUNE 2, 2011 PRONE(031)299-1568 FAX(631)299-1588
N r S.UC NO 50227 mainwuLny Ina reeordr W ReEert 7.Nrn°cas2
S.C.T.M. NO. DISTRICT: 1000 SECTION: 26 BLOCK: 2 LOT(S):35
R.O.W. AS SHOWN ON KING STREET
PREVIOUS SURVEY BY
RODERICK VAN TUYL
AUG. 25, 1993 EDGE OF PAVEMENT
IRf4.7'E±
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THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
UPDATE SURVEY 04-01 -19 LOCA77ONS SHOWN ARE FROM FIELD OBSERVARONS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 15,390.78 SQ.FT. or 0.35 ACRES ELEVA77ON DATUM:
UNAU7HORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA7E EDUCA77ON LAW. COPIES OF 7HIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TI7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITU77ON
LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS77TUT70N, GUARANTEES ARE NOT 7RANSFERABLEE,
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 77-IE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE THEY ARE
NOT IN7ENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL S7RUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE S7RU&FURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ALEXANDER STILLE;
MAP OF:
FILED:
SITUATED AT: ORIENT
TOWN OF: SOUTHOLD
KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Box 153 Aquebogue, New York 11931
FILE # 11 -49 SCALE: 1 "=20' DATE: JUNE 2, 2011 N.YS. LISC NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588
PC Engineering Condon Engg
Eileen Santora • Residential Designer CoELECTRICAL
g 1755 5igsbee Road - Mattituck, NY 11952 INSPECTION REQUIRED
631 -734-2794 • Cutchogue, NY 631-298-1986
COMPLY � ODES OF
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?MOTE~ : PIDC4 1_0W�'r.� ���(�U, AS REQUIRES AND C�'NDITIO:VS OF
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NOTIFY BUILDIN DEPART S t AT ��7E I�., UNLAWFUL
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1 I i z 76� 1802 8 AM TO 4 PIA FOR THE +�/
I __ _ f I FOLLOW ;Nu INSPECTIONS:
1. FOUNDATION - TV`,�O fibOL'!t;ED OF OCCUPANCY'
h1 y �+?
FOP, POURED CONCRETE
:(.,.-v� � � ,! i I 3.2. NOSULATION,APA'.N�^a & Ft_Uitii3!Na
�2'" G Pur r r RETAIN STORM WATER RUNOFF
I W ��� �, F, I Har-P, ,,,dam 4. FINAL - CONSTRJ� ION MUST PURSUANT TO CHAPTER 236 I
BE COMPLETE FOR C.O. OF THE TOWN CODE.. ;
ql }! I ALL CON TRUC1,D,� 5,,,4LL P�EET THE
)C rte. F,.,)e lye
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? M - X - 4� < .' I/�1I w YORK STATE. PaOT f?ES?OIVSIBLE FOR EE:'MING UNTIL SURVEY
, ` r. �• t ►�SUt-,b rO
DESIGN OR coNSTRucTIo^� ERRORS.
OF FOUNDATION LOCATION I
� HAS BEEN AP I
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WIND FRAMING NOTES NAILING SCHEDULE PLAN CON I-EN 15:
GENERAL fROOF FRAMING. OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1).RIDGE-TO4RAFTERASSEMBLY: BUILDING USE DWELLING
I-1/4'x 20 gauge strap shall be attached to each pat of rafters In accordance to table 3.4. JOINT DESCRIPTION NAIL "AIL NOTES
When a collar tie Is used In leu of a ridge strap,the number of 10d common nails required CITY. SPACING BUILDING HEIGHT
CONSTRUCTION NOTES: In each end oftoo odlerbe need not exceed the tabulated numrap. EACH of 8d nails in the strap. RAFTER TO V WALL: COMMON H TOE-NAIL TOTAL SO, FT. OF CONSTRUCTION
TOP PLATE 10,WALL 4_8d COMMON RAFTER PRESCRIPTIVE AS PER N Y.S. RESIDENTIAL CONSTRUCTION CODE AND
1).The lnforrrretbnwithin this set oiconstruction documents Isrelated tobasic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3.8dCOMMON EACH TOE-NAIL DESIGN CRITERIA 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
Intent and framing details.They are Intended as a constriction aid,rot a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be In TO TOP PLATE IV WALL:4-8d COMMON JOIST -
Icir generally accepted good building practice and compliance with current New York accordance to table3.3.WhenarafterortrussdonotfailInlinewithstudsbelow.rafters FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
State building codes.The General Contractor Is responsible for providing standard or trusses shell be attached to the well top plate and the wall top plate shell be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE EXT. BALCONIES 60
construction details and precedures to ensure a professionally fished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
sound and a weatherproof completed product. shal,be corneded with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE ATTICS 3.7 EACH FACE l Po STORAGE 00
DO+"Z l O
OVER PARTITION WFCM-SBC LAP NAIL ACS w/o
2).The General Contractor Is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20
meets current federal,state,county and local codes,ordinances and regulations,etc. Well studs above and studs below a floor level shall be attached with uplift connections In TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOA
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fail In Ins with studs below,the EACH TOE (LIVE LOADS PSF)
should be adhered to even If in variance with the plan studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON ND ROOMS (OTHER THAN SLEEPING) 40
4S
accordance w ithtable 3.3. TO RAFTER END "AIL ROOMS (SLEEPING) 30
3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON END NAIL STAIRS 40
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION:foundation, TO RAFTER
ift
4).The eng!reer has rat been engaged for conshxtlon supervision and assumes no connectors.Steel straps shall he"a First wall studs shall be cDnn6cted to m nlmuembed Implate,
ttof 7 Inches In concrete with WALL FRAMING: G AURDRAILS ANY DIRECTION 20C
responsibility for construction coordinating with these plans,nor responsibility for foundation and siab-0n-grade,15 Inches In masonry block foundations,or lapped under E XP OSUP,E C A T AGORY
construction means,methods,techniques,sequences,or procedures,tutor safety the plate and nailed In accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTML SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
precautions and programs In connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE
spacing Is to be spaced and sized In accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL
s use oris red in the use of these FOOT SEE NOTE I NAILING SCHEDULE SEE GENERAL NOTE PAGE_
Pic '��°� anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and al TOP PLATE
TOP PLATES AT JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
5j.Refer to the Widow and Door schedule for exterior openings. comers. 4-16d COMMON
INTERSECTIONS �SIDE NAIL FIRE PROTECTION S
6) The General Contractor is to ensure that masonry or preffireplaces abracted fireplas meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE SEE FLOOR PLAN
or exceeds manufacture's specifications and applicable Codes. Type I exterior shear wells with a minimum of 7/16 Inch wood structural panel on the exterior SD 2-16d COMMON O.C. NAIL SMOKE & CO2 DETECTORS
attached with 8d common nails at 6'o.c.atthepanel edges and 12"o.c.Inthe fleld,andTRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
7j.The General Contracctor is to consult with the carter for al bulltAn Items 112 irah gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16'O.C. FACE
such as bookcases,shelving,pantry,doseta,trims,etc. edges and 1("o.c.In the field shall be In accordance with the length requirements specified HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1
In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END I
8).Wind load reguirerrents shall be taken into account during c onstvctbn. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15e-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL
FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plena,elevations,details and notes to length adjustment factors In table 3.16. END JOIST OR BLOCKING
determine Intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: -
Allowable sldewall lengths provided in table 3.14 shall be permitted to be Increased when NAIL
2).AI tootings lo nest on undisturbed(vlrgin)soil.Assumed bearing 3000psf interior shearwals are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION CITYL. SPACING "OYES
2.4.42 and 2.2.4respectively. JOIST TO: PER TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
3).Provide 1/2"expansion Joint material between concrete slabs and abutting 4-8d COMMON
concrete or masonry walls occuing In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESAYME FLOOD
Header arid/or girder connections shell be attached with uplift connections In accordance BRIDGING 2_ " EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDF�tI AYMENT HAZARDS
DEPTH TEMP. REQUIRED
4).Any new ocrnaete walls being attached to existing concrete structure shall with table 3.5.Window all plates shall be have steel connectors In accordance with table TO JOIST END NAIL LOAD (MPH) CATEGORY
be Installed with#4 re-bar,1W long at 12"o-c..Use approved epoxy for Installation. 3.5. BLOCKINGEACH TOE _
TO JOIST 2- COMMON END NAIL MODERATE SLIGHT TO
5).Unless otherwise noted,al slabs on grade to be 2500 p.s.I..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: 20 LBS• 120 B SEVERE 3 FT. 11 YES
TO HEAVY MODERATE
poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Why a ridge Is to be used as a strhxcural beam,the rafters shall either be notched and BLOCKING LA 3-16d COMMON EACH TOE
to be minimum 3-1/2 inch thick. anchored on top of the boom or slope connectors shall be attached to each rafter-to4ldge _ SILL OR TOP PLATE BLOCK NAIL
6).Crawl spaces to be provided with a minimum 18'ha4'arx»ae op
Wong openft oceiling part of the building.Connections to the ridge and wall shall be be I LEDGER STRIP 3-18d COMMON EACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
with the above requireents. ; TO BEAM JOIST NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
8x16 cast iron foundation vent for every 150 sq.tt.of area. ening.Install one attached mDECK AND COVERED PORCH NOTES. I JOIST ON TO BEAM LEDGER PER TOE JOIST NAIL SHEiTHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3- "
7) Darrhpproof exterior of focndatlan with bituminous coating as per section R406 of 4'PERIMETER EDGE ZONE 8d COMMON Q 6'O.C. 8d COMMON C 6"O.C. SEE NOTES:1,3
N.Y.S.Residential Construction Code.A 6-ml polyethylene film Owl be applied over 1).Unless otherwise noted,all framing material to be#1 ACCI pressure treated lumber. BAND JOISTPER END OSEE NOTES:1(BOTH FIELDE
the below grade porton of exterior walls prior b backtllrg.
All fasteners,hangers and anchors to be galvlNzed or stainless steel. TO JOIST 3-18d COMMON JOIST NAIL INTERIOR ZONE 8d COMMON 6'O.C. 8d COMMON 1r .C. NOTE:2 FOR PANEL FIELD
BAND JOIST TO: PER TOE NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON®4-O.C. 8d COMMON®4"O.C. SEE NOTES:1,3
8).Drainage as per section R405 of N.Y.S.Resldentlal CGiorstrhx tion Code. Girders for deck joists to be betted to each post with washers are nuts. SILL OR TOP PLATE 2-16d COMMON FOOT IE
Girders on concrete plena shall be anchored with proper steel connectors anchored SEE NOTINATES
FRAMING NOTES Into Concrete with a minlmum 1/r dia x 7•bng anchor bolt with washers and nuts. ROOF SHEATHING:
1).AI framing techniques and nethods es prescxtptive dealgn of 2001 SBC High Wind 3) Posts supporting girders shall be anchored to a 12'xl2"xl2'thick concrete footing. JOINT DESCRIPTION NAIL Y. ��NG NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
Edition Wood Framing Construction Manual. Use a minimum 1/2'die x r long anchor boll:with washers and nuts.Footings Shall
be 3 ft.below grade.Concrete piers to be used with al porches/decks with rods or pergolas. STRUCTURAL PANEL 8d AS PER TABLE 3.8 1).For roof sheathing within 4 feet of the perimeter edge of the roof,Inducing 4 feet on each aide of the roof peek,
2).Unless otherwise noted,al framing and structural wood material to be#2+BTR WFCM-SBC the 4 foot perimeter edge zone attachments required shall be used.
Douglas Fir. 4).Deck Joists to have blocking at 6'0 o.c.. CEILING SHEATHING: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
3).Floors,walls,callings and rafters to be spaced at 16 Inches o.a unless noted 5).A minimum of 10 Inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION "AIL NAIL NOTES For framing members with<0.42<G<0.49,the net spacing shell be reduced to 6 Inches o.c.
otherwise. Ledger to be fastened th building with 1f2'dia.bolts with washers and nuts QTY. SPACING
where needed. GYPSUM T O.C.EDGE 3j.Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
4).Unless otherwise rioted,all bearing wall headers to be(2)2x10 92+BTR.DOW.Fir. WALLBOARD 10 O.C.FIELD5d COOLERS framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 Inches o.c.
Bearing welt headers to have(2)Jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade.
oopenings.LVL penings.Bearing wall whrdow sills shallstuds also�(2full ires sl�i plates each i WALL SHEATHING:
openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to AI S to with hangers and anchors.Each Joist shall also be anchhored
togider(s). JOINT DESCRIPTION NAIL SPACING NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS'
and blocking where applicable.
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
5).AI flush bearnal eaders to be installed with heavy dory gelvlnized hangars Kid PANELS WFCM-SBC AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
anchors where applicable to all connecting Joists. PLUMBING NOTES 7/16"OSB 3.O.C.EDGE SEE NOTES:1,3(80TH FIELDS)
8d COMMON 4'EDGE ZONE 8d COMMON�6"O.C. 8d COMMON C 1r O.C. NOTE 2 FOR PANEL FOLD
6).Double up floor Jolsts neer wells that run parallel to the floor Joist and under bathtubs. 1).Ali water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 8 O.C.FIELD
Floors to have ceramic ills Installed shall be verified for proper bad capacity unless noted Construction Code. GYPSUM mrd COOLERS 7' O.C.EDGE INTERIOR ZONE 8d COMMON W O.C. 8d COMMON Q 1r O.C. SEE NOTE:3
on fit' WALLBOARD 10'D.0.FIELD
2).Varig septic system with the Engineer for Sufitolk county Health Department approval. FLOOR SHEATHING: NOTES
7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists
under all bearing walla. 3).H wall studs,plates or joists are cutout during Installation for any plumbing related work, NAIL DESCRIPTION NAIL "al NOTES THESE NOTES ARE ONLYTO BE REFERRED TO IF MENTIONEDIN SCHEDULE NOTES ONLY.
provide adequate bracing and plates to protect and secure fine structure.Verity with the QTY. SPACING
8).Provide insulation beffies at save vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6'O.C.EDGE 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attar timent requirements shall
nod. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON
1r O.C.FIELD be used.
9).Unless otherwise noted,all roofs and walls to have a minimum 1/2'thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety - NOTES: 2).Tabulated 12 Inch o.c.nal spacing assumes sheathing a(tac ed to stud framing members with
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. G>0.49.For framing members with 0.42<G<,the nal spacings shall be reduced to 6 Inches o.c.
THESE NOTES ARE ONLY TO BE REFERRED TO IF
10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantsch plywood sutrfioor 2).HVAC subcontractor Is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 3).For exterior parol skiing,gatvinized box nails shall be permitted to be subetkuted for common nails.
adhered wdth PL400 adhesive and screwed to floor Joists.Finished floor to be Installed equipment suppler.
over subtloor as per manufacture's Instructions. 1).Nailing requirements are based on wall sheathing
3).HVAC subcontractor to provide final system layout drawing and submit ft to to General nailed 6'on-center at fine panel edge.If wall sheathing
11).All bathroom walls to have 112'thick moisture-redstart sheetrock.Garage wells and Contractor and owner for final review and approval. is nailed 3'on-center at the parol edge to obtain higher
callings and over furnace to have 518'thick type-x sheetnodc.AI other parts of building shear capacities,nailing requirements for structural
to have regular 1/2'eheetrodc.All walls to be taped and finished. ELECTRICAL NOTES: members shaft be doubled,or attemate cwv*cbas,
such as shear plates,shall be used to maintain load path-
12).All roof with a pitch less than 4:12 shall be Installed wwith an Ice&Water baffler or 1).Ail electrical to be Installed as per N.Y.S.Residential Construction Code.
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected "- r
2).Ail electrical work shall be approved try a qualified UnderhMitar. T /
torch down type material over. rnembers,lte tabulated number of Halts shell be permitted
to be reduced tot-16d nail per fociLCJ
13).All nil plates and wood in contact wits concrete to be pressure treated.Sill plates to 3).Instal Smoke detectors and Carbon Monoxide detectors throughout as per section R317' �� 4 '
be Installed with a foam sill gasket and cop•r-tex tannb shield or approved equal. of N.Y.S.Residential Construction Code.
P
CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS
CONNECTION LOCATION: PART NUMBER: NOTES:
RIDGE—TO—RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS
RAFTER—TO—WALL RT20 APPLY TO EACH RAFTER
i RAFTER—TO—PLATE RT15 APPLY TO EACH RAFTER
RAFTER NOTCHED RAFTER \\\ USE WITH SPTH4 CONNECTOR
RIDGE PLATE—TO—WALL STUD SPTH4 APPLY TO EACH WALL STUD
RIDGE 2ND. FLOOR WALL—TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD
\\\
HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD
CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD
\\ SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END
� 1ST. FLOOR—UNDER—SILL PLATE MSTA36 OR RS16—R WRAP UNDER DOUBLE SILL PLATE
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING USE WITH 3" SQUARE WASHERS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
RAFTER �. PROVIDE 112" SPACING
BETWEEN THE END STUD
AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION
\
FOUNDATION Sr DIA.ANCHOR BOLT
RAFTER FOR ALLOWING CONNECT CORNER STUD ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING
� ;. • HOLDDOWN INSTALLATION TO TRANSFER SHEAR SILL PLATE TO FOUNDATION 1 STORY 72"OC
TOP PLATE FASTEN WITH 2 16d CRAWL SPACE OR FOOUNDATION
TOP PLATE } SILL PLATE TO FOUNDATION
—� o COMMON NAILS @ 6" O.C. CRAWL SPACE OR FOUNDATION) 2 STORIES 3s"OC
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57'OC
WALL STUD SLAB-ON-GRADE
WALL STUD SIDEWALL ENDWALL USE WITH 3x3
SQUARE
SPAS ERS
TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION
2ND. FLOOR WALL STUD KING STUDS
�\ \� 2ND. FLOOR PLATE
OOD JOIST \
SUBFLOOR CRIPPLE STUD
�\ \ RIM BOARD
BLOCKING HEADER
WOOD JOIST \
1ST. FLOOR TOP PLATES
GIRDERIHEADER I
JACK STUDS
DD GIRDER WOOD JOIST 1ST FLOOR WALL STUD
TYPICAL HEADER CONNECTION
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER
TYPICAL MULTI-STORY CONNECTIONS
1 ST. FLOOR WALL STUD
1 ST. FLOOR PLATE
SUBFLOOR SILL GASKET
&
WALL STUD \—\�� WALL STUD RIM BOARD \ TERMITE SHIELD
TOM PLATE BOTTOM PLATE
BATHTUB SUB FLOOR \ /\ DOUBLE SILL PLATE DBL. SILL PLATES
►UBLE JOIST DOUBLE JOIST
FOUNDATION WALL - � - � (TO OVERLAP JOINTS) ^I
4 FOUNDATION WALL D.
tit-
DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1 ST. FLOOR TO F0 NDATION CONNECTIONS SILL PLANT, ,k' ! N ANCHORING
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Condon Engineering PC
Eileen Santora • Residential Designer 1755 5igsbee Road • Mattituck, NY 11952
31 - 34-2794 • Cutcho ue NY 631-298-1986 , .,
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