HomeMy WebLinkAbout36720-Z g11FFp1,1- Town of Southold Annex 12/2/2013
o�o� cry P.O.Box 1179
N x 54375 Main Road
oy • Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36626 Date: 12/2/2013
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 980 THE STRAND, EAST MARION,
SCTM#: 473889 Sec/Block/Lot: 30.-2-78
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
9/15/2011 pursuant to which Building Permit No. 36720 dated 9/28/2011
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:
one family dwelling with front entry, rear concrete patio, second floor balcony and attached car garage as applied for.
The certificate is issued to KONSTANTINOS ZOITAS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0033 11/26/13
ELECTRICAL CERTIFICATE NO. 36720 11/14/13
PLUMBERS CERTIFICATION DATED 10/7/13 Anthony Cu o
l
tl� rize ipa re
oSVFFo TOWN OF SOUTHOLD
h�o� oIy BUILDING DEPARTMENT
' TOWN CLERK'S OFFICE
cn
SOUTHOLD, NY
o t 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#: 36720 Date: 9/28/2011
Permission is hereby granted to:
KONSTANTINOS ZOITAS
14 RUTH PLACE
PLAINVIEW, NY 11803
To: Construction of a New Single Family Dwelling;
Great Room, Kitchen, 5 Bedrooms, 4 Baths, 1-1/2 Bath, Sitting Room,
.Entrance Hall, Tower, 2 Car Garage, Laundry, Pantry, Basement, Terrace,
Balcony, Porch, Fireplace, as applied for. (Pool, not included)
At premises located at:
980 THE STRAND, EAST MARION, NY
SCTM # 473889
Sec/Block/Lot# 30.-2-78
Pursuant to application dated 9/15/2011 and approved by the Building Inspector.
To expire on 3/29/2013.
Fees:
CO -NEW DWELLING $50.00
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,432.80
Total: $3,482.80
e
Building Inspector
6w - 77J-
Form No.6
TOWN OF SOUTHOLD 3 ��
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 I% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,�Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy -$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 9,110 �K sroAA
House No. Street Hamlet
Owner or Owners of Property: ke P\ S+ -Z(, fQ 5
Suffolk County Tax Map No 1000, Section SG Block Lot
Subdivision Filed Map. Lot:
Permit No. rp ��� Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ �D Z�Q
App,i ignature
�O'Of SO�ryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 roger.richert(cD-town.southold.ny.us
Southold,NY 11971-0959
Comm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Zoitas
Address: 980 The Strand City: East Marion St: NY Zip: 11939
Building Permit#: 36720 Section: 30 Block: 2 Lot: 78
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Abco Electric Corp License No: 33720-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic X. Garage X
INVENTORY
Service 1 ph 400a Heat gas Duplec Recpt 105 Ceiling Fixtures 16 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 13 Smoke Detectors
Main Panel 2-20 A/C Condenser 4 Single Recpt 4 Recessed Fixtures 133 CO Detectors
Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture 16 Pumps
Transformer Appliances dw Dryer Recpt 20a Emergency Fixtures Time Clocks
Disconnect 2-20 Switches 104 Twist Lock Exit Fixtures TVSS
Other Equipment: 400a underground service, 6-exhaust fans, 31-ARC fault circuit breakers,
1-GFCI circuit breaker
Notes:
Inspector Signature: Date: Nov 14 2013
81-Cert Electrical Compliance Form.xls
so
Telephone(631).7654802 -
Town Hall Annex
54375 Main Road Fax(63[ I) fs -95()2
P.O.Box 1179 G
Sout11old,New York 11971-0959
BUILDING DEPARTMENT
TOWN OF S-OUTHOLD
CERTIFICATION
Date:
Building Permit No. �d
Owner: k o r kck M,R
(Please print)
Plumber:
I certify that the solder used in the water supply"system contains.tan
s lesh 2l10 a 1°lo.
lead.
4�lumbers Si' _
Sworn to before me this
;O 20HELL MAN
Mir 'MIU
MIC
(3
Not Public, �`�C i�Co n y
Notary Notary Pub,{o-State of.N®w Yofk`
No:OtNE6228201
®ufitit{ed to Suffolk ougt�
�y O9MM Ision Expiros
rqjv so
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[VrFOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ]] ELECTRICAL (FINAL)
REMARKS:
ZI:t
DATE - A�Z/
INSPECTOR
hO�AOF SO(/T�OIo
G • �0
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION -
I OUNDATION 1 ST [ ] ROUGH PLBG.
IV, FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL ( OUGH) [ ] ELECTRICAL (FINAL)
REMARKS: G
I , ass
DATE INSPECTOR
OE SOUl�olo
• yo
o�yc0ulm
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
F NDATF-TRAPP
[ ] INSULATION
[ FRAMING/ ING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL)
REMARKS: lwl�
DATE �° ��' INSPECTOR
OF SO(/T�o� .
TOWN OF,SOUTHOLD BUILDING DEPT.
765-1802 44�
INSPECTION .'
[ ] FOUNDATION 1ST [XROUGH PLOG.
INSULATION[
FOUNDATION 2ND] [ ]
STRAPPIN [ ] FINAL .
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
_ REMARKS:
No
r
s
9
Q ..
DATE ' r j� INSPECTOR
36 7�� Fjf SOUr�OI
co
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTIO
[ ] FOUNDATION 1ST [ OUCH PL13G.
[ ] FO DATION 2ND [ ] INSULATION
[ ; FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRIC —(ROUGH) [ ] LECTRICAL (FINAL)
REMARK
�CfL�cf
DATE INSPECTOR
OF SOUry�lo
TOWN- OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTMN , -
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:-
DATE INSPECTOR
rjf so
0
TOWN OF \ DEPT.
765-1802
[ ] FOUNDATION 1ST [ ROUGH PLBG�jpfKj�._
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FI AFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMA KS
J
t
l
DATE 1k-- INSPECTOR
OF SOpr�olo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION .
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE 1� INSPECTOR
OF SO(/r�ol
eOUHIY,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION '.'
[ ] FOUNDATION .1 ST [ ] RO BG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICA
C
REMARKS:
DATE �% , INSPECTOR
2 �> hO��laf SO(/jyolo
H O
lycOUM'1,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTIO
[ ] FOUNDATION 1ST [ ] ROU PLEIG.
[ ] FOUNDATION 2ND [ ] I LATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] :,ELECTRL (ROUGH) [ ] ELECTRICAL (FINAL)
R MARKS
O
f P
� c
DATE INSPECTOR "Q,
Of SOblyo�
o�y�0UN1`I��
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSUL ION
[ ] FRAMING /STRAPPING [ INA L
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: ��
C
J
6
DATE INSPECTOR Jl/�
i
hO�aOF SOUTyo�o
�o
l�
e TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE �� �� a INSPECTOR
NSI{ N �;3 rye o \ ; :N'1 l:yl■ r • 1 rt
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1
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 / rJ Survey
SoutholdTown.NorthFork.net PERMIT NO. ICE ( Check
Septic Form
N.Y.S.D.E.C.
Trustees
ro Flood Permit
Examined �'Z ,20 - E Storm-Water Assessment Form
L� Contact:
Approved / ' ,20 I I Mail to:
SEP 15 2011
B4npproVMfVc
f
BLDG.DEPT. Phone:
Expiration -tea' ,20 1-3 TOWN OF SOUTHOLD
uildmg Inspector
APPLICATION FOR BUILDING PERMIT
DateJ— , 20 r
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the .
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housi�g_co- , egulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
u
Name of owner of premises 61 /%%,-S
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section 30 Block p2. Lot MCD
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 ycce_a '
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building C Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost p��,�7_ r9 p0 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 C� -
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /L <
7. Dimensions o ' g structures, if any: Front- Rear Depth
Height Number of Stories -;g=—
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front �O Rear l D o "- Depth
Height Number of Stories
9. Size of lot: Front —79 Rear r„ Depth o�'c/7
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated e—/_/d
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X
13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO
14.Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C.PERMITS MAY BE REQUIRED.
16. Provide survey,to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
�a u-c.m- r being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the
(Copt tor,Agent, Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to re me this
day of 20__� __
Nota Pu is - — Signature of Applicant
ASTSY11:PARKINS
No�t7(Pu61�c State of NeMn;llt�f,k-;,
r!Q QfWE'(}130636:i;. a` '
Qualified m Suffolk County,
Cnmmiseiart-FxprtesJulyr.i��� „I;
"� t ,� Town of Southold
W Erosion, Sedimentation .& Storm-Water Run-off ASSESSMENT FORM
0
PROPS LOCATION: s t:T M#• THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A.
STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN
s c e'�Cf(on _M_0c 7_ o CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No
a. What Is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off
(Include Total Area of all Parcels located within &r,oPO�OdD Generated by a Two(2")Inch Rainfall on Site?
the Scope of Work for Proposed Construction)
(S.F.!Aces) (This Item will Include all run-off created by site
b. .What is the Total Area of Land Clearing clearing and/or construction activities as well as all —
and/or Ground Disturbance for the proposed CO 1� Od o Site Improvements and the permanent creation of
construction activity? Impervious surfaces.)
(S.F./Acres)
2 Does the Site Plan and/or Survey Show Al Proposed
PROVIDE BRIEF PROJECT DESCRIPTION (Provide Additional Pages asNeeded) Drainage Structures Indicating Size&Location?This
Item shall include all Proposed Grade Changes and x' —
Gln7SCfZQ✓� G y f. Slopes Controlling Surface Water Flow.
K 3 Does the Site Plan and/or Survey describe the erosion
�LL eXiGt rti o hrl y"C� ��Fj and sediment control practices that will be.used to 7C ❑
control site erosion and storm water discharges. This —
item must be maintained throughout the Entire
Construction Period.
0 4g 4rr! ��/ ' e el 4 Will this Project Require any Land Filling,Grading or �r
Excavation where there is a change to the Natural ❑ /�,SGt a"W n `7't Co, Existing Grade Involving more than 200 Cubic Yards
of Material within any Parcel?
ej Will this Application Require Land Disturbing Activities
Encompassing an Area in Excess of Five Thousand ❑
(5,000 S.F.)Square Feet of Ground Surface?
6 Is there a Natural Water Course Running through the
Site? Is this Project within the Trustees jurisdiction �C
General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or
Submission of a SWPPP Is required for all Construction activities involving sail Beach?
disturbances of one(1)or more acres; Including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes
are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to X
including Construction activities involving sofl'disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? 1:1
—
the DEC has determined that a SPDES permit is required for storm water discharges.
(SWPPP's Shall meet the Minimum.Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious
for Storrs Water Discharges from Construction activity-Permit No.GP-040-001.) Surfaces be Sloped to Direct Storm-Water Run-Off F-1
1.The SWPPP shall be prepared prior to the submittal of the Not.The NOI shall be into and/or in the direction of a Town right-of-way?
submitted to the Department prior to the commencement of construction activity.
2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material,
required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any ❑
constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Right=of-Way or Road Shoulder —
compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(This Item.will NOT Include the Installation of Driveway Aprons.)
identify potential sources of pollution which may reasonably be expected to affect the
quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark
3.All SWPPPs that require the post-construction Storm water management practice in a Box and the construction ante disturbance Is between 5,000 S.F.&1 Acre in area,
component shall be'prepared by a qualified Design Professional Licensed in New York a Store Water,Grading,Drainage 3 Erosion Control Plan is Required by the Town of
that is knowledgeable In the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building PerniL
(NOTE A Check Mark(.)t)and/or Answer for each QueWon Is Required for a Complete Application)
STATE OF NEW YORK,
COUNTY OF...
That I, � � 4 .-.......: .. .................being duly sworn,deposes and says that he/she is the applicant for Permit,
(Name of individual signing Vocument)
And that he/she is the ................................. ... ... . ....... .................................. .......................
.... . ...ly
... ....... ...... .. ... .....
(Owner,ContraAgent,Corporate Officer,etc.)
Owner and/or representative of the Owner or Owners,and is 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 herewith..
Sworn to before me this; =
............J.. ......................day o . ...... ..............................,20.1,
NotaryPublic: .... ,�.... 40.8ni ............................................. ...................................................... ..............
Public,State 0 New Ydlt 636 (Signature of Applicant)
FORM - /7 0" �''Oualified in Suffolk County.
%Commission Expires July 1&
, o��oF sorry
Town HaaAm= Tekphone(931)7MIS02
RO.Main RoaJ- i69t176 9 ny
.P.O.Daa U7s �D,g6r.richeriCa�i�avvn.eo,��d,n .U&
Sbudiold,NY 11971-OM `
�WIII��i► '
BUTRD NG DEPAR lMFN F
TOWN OF SOUTHOLU
APPLICATION FOR ELEC1RIGAL INSPFc'TION
REQUESTED BY: Y:)� Date: ( O
Company Name:
Name:
License No.:
iwddress:
Flhone No.:
Nl—
J-OBSITE INFORMATION: \(*Indicates required information)
0 TES
*;address: Q
*+:ross Street:
*Rhone No.:
Permit No.: (o --
Tax Map District: 1000 — Sec:tion: Block: Lot;
*BRIEF DESCRIPTION OF: WORK(Please Print Clearly)
-- ---— O
Q <7"
(Please Circle All That Apply)
*lajob ready far lnipection: YE NO Rough In Final'
*Do you need a Temp Certtltcate: YER NO
ornp-Inkrmation (If needed)
*�D 'Ce Size: 1 Phase 3Phase 00 150 200 300. 350 400 Other
*I\lew arvioe: Re-oonn nderground Number of Meters Change of Service Overhead
c Nona( Information: PAYMENT DUE WITH APPLICATION
02-Request k r box don Form �j lo-3 '1�"
b? c) W0 0-1�
1 I'
�eCO� S ix Mar\th
�o,C CAol
Scam
S f-c, f c*K Lot - -1 �
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APP 1 1 2013
BLDO.DEPS•
10y�i10F SOUTHOLD
Southold Town Building Department
®;pSUEFQI,tco�y P.O.Box 1179
Permit#: 36785
g 54375 Main Road
Southold,New York 11971 Permit Date: 10/31/2011
(631)765-1802 Expiration Date: 5/1/2013
Parcel ID: 75.4-17
BUILDING PERMIT RENEWAL LETTER
Dated: 10/23/2013
Applicant: JILL&PETER KLAVAS
Location: 255 SHEPARD DR. SOUTHOLD
Work Description: RESIDENTIAL ALTERATION
Alterations to a Single Family Dwelling; Basement(Interior Only)
Family Room, Bedroom, Bath,Fireplace, as applied for.
A FEE OF $353.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: JILL&PETER KLAVAS
Address: P.O. BOX 1265
SOUTHOLD,NY 11971
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.
ti SURVEY , OF PROPERTY
A T EAST MARION
SOUND TO WN OF SO UTHOLD
LONG ISLAND SUFFOLK CO.. UNT�; N. Y.
MEAN i A 1. 0 —3• 20-0 4ywa>1GF ALE.
RAIN RUNOFF CONTAINMENT,
M4, 1B.0.H.10'
2811 x 1 x 0./7 ,. 478 cu.N. I 1 ✓LINE 28 2011 (re vlslon)
478142.2 - 11.3 VF. I I '
PROVIDE 2 DWs 8'0x6' Deep
or.EOUAL ID' 1
I1 �1 E!98YHF_11LffTHDEPARTMFNT
•IOId `011IR�ep
I 1 SV�TEF►7
•47'09"E 66.62' 1
MEAN HIGH WATER N45 nE LINE �►
z �
LOT NUMBERS REFER TO "MAP OF PEBBLE BEACH
() ---B--BOTTw OF BLUFF - FARMS" FILED IN THE SUFFOLK COUNTY CLERK'S
=_______= OFFICE ON JUNE 11, 1975 AS FILE NO. 6266 :
_--�-__ ELEVA 77ONS REFERENCED TO N.G. V.D.
co
TOP �� `54- --� ��°8U!•1Ty
�6�-- — \\\� COASTAL EROSION ��RMIT FOR �+� ®fi C n
-S FF• HAZARD LINE �;�h
0.4E S'NG �A N1LY�F CCNS7RUCT O SERVICES
RES1DE'%1CF Ah'D FOR A
IDATE
_ S
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Test Boring ' � m o 'r
bo/IMcDonvld Geoscience LOT 126 �� z BXAp,�BrTAR Rztt�BEDROp,1,-
0• -- EL 54 — 6�\\ I 3.r E.YEA
ark Brown L fiRO�,�DATE OF
APpf .
Dolmm OL
Pale Brown S111. AdL a O y SAL
Pale Brown 9111y Sand y N f�i'aP ` , M v HSE
l5' Su �' �7co 1 /tea/ c :`1 C� FIN. FLR. EL 60
-56- o w \ D
wr
Brown Clayey sand r, 1.7'W y
SC 4Z• /
• P''"O /decks' ' � FW. GRADE
36, EL 182 ( 53 , .9 /E Z'
Q \ W /E ST
Brown Flne to A4edl0 51 1500 GAL. IE 50.5/E
Sand SP N /,)k aP / 58 6'm so
•O�i 10 1 a'\ ho � ,, N PROPOSED SEPTIC SYSTEM rI
47 \ � (5 BEDROOMS) m
co« LP oil
i \. \( 6eairoar+ � -� l - 1500 .GAL. CYLINDRICAL (Sw� 3' �'� 3' .I
'\ y PRECAST SEPTIC TANK I
23' 1 - WOit16' DEPTH LEA CHIN' �y' I e gym.
POOL WITH 3' SAND (SWJ g.
•, 2G CDLLAR. DIG.DOWN TO
SAND (SPJ 6 BACKF/LL
WITH SAND'(SW)
(SW)
1P h
B Xr 4.s.: Q h S�Ipffo� —
p DRAIN TRENCH 7. �.
C. 934.4 SAND
I(BROKEN) sw
/EDGE OF 1 L=78 bQ� EL I —8,O— 36Y
PAWNE7VT FINE TO
EDIUM
c s c- EL 522' !�Zjj7 SAND SP
�. sTR&ND
EL 52.0"
(PUBLIC WATER IN.S7R£ET).
(VA CANr)
e=MONUMENT (DLUNc Y: is
• =KEBAB Pueuc w NA CAN r) -
ATER) _
I am familiar with the STANDARDS-FOR APPROVAL
AND -CONS77?UC770N. OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
and will abide by the. conditions set forth therein and.on the
permit to construct.'
777e location of wells'and cesspools.shown hereon .are
from field' observations and or from data obtained from others.
LIC."NO. 49618
ANY ALTFRA77ON OR ADD17YON TO THIS.SURVEY/S A WOLA77ON
ECONIC d YORS, P.C.
OF SEC77ON-72090F THE NEW YORK STATE•EDUCAnON LAW. (631)• 765-5020 FAX (631) .765-1797
EXCEPT AS PER SECTION. 7209—SUBDIWSION.2. AU-CER77FICA77ONS AREAa23 288 SO. FT. P.O. BOX 909
HEREON ARE' VALID FOR THIS MAP AND COPIES THEREOF ONLY F
SAID MAP OR COPIES BEAR THE IMPRESSED'SEAL OF 7NE SURVEYOR 12.30 TRAVELER VELER STREET
WHOSE SIGNA7UR£APPEARS HEREON. TO TIE LINE :.,SOUTHOLP, MY 11971 11-116
ti �Il�..
C1 V
�. SURVEY OF PROPERTY
A T EAST MARION
souND TOWN OF SO UTHOLD
LONG ISLAND SUFFOLK COUNTY, MY
1000-30-02-78
MEAN H/Gy SCALE.• 1'=40'
i — WA TF,q AS PE,q FjLE MAP MARCH 17, 2011
JUNE 28, 2011 (REVISION)
I I OCTOBER 28, 2011 HOUSE STAKE OUT)
Imo, �i DECEMBER 6, 2011 (FOUNDATION LOCATION)
I. �
I �I
i I
MEAN HIGH WATER
I N45'47'09'E 66.62' I _
- 71E LINE �
z s
rn LOT NUMBERS REFER TO "MAP OF PEBBLE BEACH
--e—BoTMU of BLUFF_ s_ FARMS" FILED IN THE SUFFOLK COUNTY CLERK'S
_-____� ----------- OFFICE ON JUNE 11, 1976 AS FILE NO. 6266
ELEVA TIONS REFERENCED TO N.G. V.D.
\\-54- �
COASTAL EROSION
I ass HAZARD LINE DEC 1 3 2011
0.4E
I �
<- BLDG.DEPT.
TOWN OF SOUTHOLD
i
LOT 126 i z
6_ z C)
—58 mob.—rf^ 5
m
v ��\ , 0 V
v -
s6 _ FE D
9•
o FOUNDA71ON
9.3'
CONCRETE
N FOUNDATION 58
tt.D,
��• TOP OF FOUNDATION
v P EL. 59.4'Qj
q V
11.1' p DD
�= y
20'030' •�23
6 1s.
zao
10, 129'
7.5 P� O
`\\�
unurr .�g ' q,,
eox 934.47 ? Q
R=470.00' (BROKEN)
L=78.00', R
EDGE OF PAVEMENT
EL. 52.2' 2W STl iA D EL 52.0'
(PUBLIC WATER IN STREET)
(VACANT) SOF
(DWELLING ° 0e,
■=MONUMENT WITy c'`"ti
V ;
•=REBAR PUBLIC WA (VACANT)
TER)
I am familiar with the STANDARDS FOR APPROVAL
AND CONSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES t: '"' J, '
and will abide by the conditions set forth therein and on the
permit to construct.
The location of wells and cesspools shown hereon are .�', ;'..`�r���IV0. 49618
from field observations and or from data obtained from others.
CONIC kfRVEYORS, P.C.
ANY ALTERATION OR ADDI770N TO THIS SURVEY IS A VIOLATION (631) 765-5020 FAX (631) 765-1797
OF SEC710N 72090F THE NEW YORK STATE EDUCA7701V LAW.
EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2 ALL CER70CATIONS AREA-23 288 SQ. Ff. P.o. BOX 909
HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF , 1230 TRAVELER STREET
SAND MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. TO TIE LINE SOUTHOLD, N.Y. 11971 111-116
SCDHS Ref. # RI 0-11-0033
r�
dLf
ti SURVEY OF PROPERT e
A T EAST MARION > --
sourrD TOWN OF SO UTHOLD a
LONG ISLAND SUFFOLK -CO UNT Y, N. Y. Lu ci
1000-30-02-78_ c�
SCALE.• 1'=40'
�1EAIV— GH' lER AS
�, MARCH 17, 2011
I - r MAP JUNE 28. 2011 (REVISION)
I I OCTOBER 28, 2011 (HOUSE STAKE OUT)
I�, I DECEMBER 6, 2011 (FOUNDATION LOCATION)
NOV. 14, 20131finagt
I v rnl .
I ' I
,. '47 09 E 66.62 _
MEAN HIGH WATER I N45 ,nE LINE 41, �)
Z
-4 rn LOT NUMBERS REFER TO "MAP OF PEBBLE BEACH-
_ _ - -8 eorroM of BLUFF - FARMS FILED.IN THE SUFFOLK COUNTY CLERKS
OFFICE ON JUNE 11, 1976 AS FILE NO. 6266
------- ELEVATIONS .REFERENCED TO N.G. V.D.
--_— �BIQF
-'6�-- I COASTAL EROSION
HAZARD LINE
04E
\. UI / / rs
----',8 Gj
• im I m m
LOT_ 126
SEPTIC. SYSTEM -60-- - s2 I C C)
-f;MEASUREMENTS r-
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rf SF12Ve(:IaS
i
ST 21 14 n y -58 __ �� �. FOR
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' 2ND STY �v, t o V Z
-56- BALCONY FE 3E �-
t D ..c,«h', r, ap os .i 2.'.,ve Ijaen
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sa siac:Gry FOB A IVIAXIMUN'I' F,
c 51 3' 2ND STY
L� BALCONY
N 2TORY w°' t >:-r
� 11.0' � S8 Walter J.I'11113eft.
ous & Officc of Wasiewaier
0' URAGE V
00
rA' _ 46CK
y
12.2 2
" 'B �.01 19 7 11.0' 6` .1
7
U77U7Y j*� °:< >s ��;�?0
eox -�-0 '
R
z� 1 934.47 ?" Q
R-470.00' 'ar` (BROKEN)
7 .
\ ME EDGE OF PAVpuENT M
EL-52.2'' � (� jB�.B�. A�PFDON
STRAND L�IYl EL. 52.0'
(PUBLIC WATER IN STREET) 0F NjE(/�y
(VACAIV Q Gr
(DWELLINGY . ~ _ tt■=MONUMENT _ Pueuc WITH (VACgIVT) If"[ J w� NOV 9 7 2013
•=REBAR WA TER)
I am forr)ilior with 'the STANDARDS FOR APPROVAL
AND CONSTRUCTION OF SUBSURFACE 5LWAGE t �p 4a6�� 3 BLDG. DEPT.
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES �.� TOWN Of SOUTHOLD
and will abide by the conditions _set forth therein and on the �ND
permit to construct.
The location' of wells and•cesspools shown hereon are / N.Y.S LIC. NO. 49618
from field observations and or from data obtained from 'others.
ANY ALTERATION OR ADD/110M TO THIS SURVEY IS A WOLAn0AI CONIC EYORS, P.C.
OF-SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (6.31) 765-5020 FAX (631) 765-1797
EXCEPT AS PER SECTION 7209-SUBDI14SION 2 ALL CERTIFICATIONS �aREA=23 288 SQ.. FT. P.0• sox 9Q9
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF , 123Q TRAVELER STREET
SAID MAP.SIGNATURE
BEAR THE IMPRESSED SEAL OF THE SURVEYOR TO. TIE-LINE SOUTHOLD, M Y. 11971 11-116
WHOSE SIGNATURE APPEARS HEREON.
B. P. 3 � � �-o
BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: l� ( ' Date Reviewed.
f� t
Applicant: i r ��_ Owner: �� �"'K1�-
Architect/Effgfa-eff: Estimated Cost:
0
SCTM# i m — -3Q — 0L — 78 Subdivision: �(7s ' 46 Zone: K40 _ Conforming? N"O
c� /
Property Address: / �0 City: ✓q -Pre COs?
Building Permits (Open/Expired): BP '-" -Z I C/O Z- _ ,Info: BP -Z/C/o Z- ,Info:
BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- Info:
Single& Separate Search Required? Y N�etermination: STQRM //(. � .Rani uF•
REQ. Lot Size: 40 ACT. Lot Size: e ���� '-3,�F6 REQ. Lot Cov. -20 6 ACT: Lot Cov. Ot
REQ. Front Ifo ACT. Front_ o� _REQ Side /S ACT. Side 0% REQ. Rear �� PROP. Rear o
REQ. Height. 3S ACT. HELr,.j.L a R E Q Q. DoTH SI DES �� ACT o�
_ l
Pr��j�ectescription./ c crlAAL, X '6Z jL R
Waterfront? r N? ���Z� �) ���c�,�-��� p �'
If yes, water body: Panel# Flood Zone: Bul ead Blu f Distance:
ADDITIONAL APPROVALS REQUIRED PLA � IGIVEDA d Su ®�4 P (�F) �E� Y
Suffolk County Health:�-or N - If yes, *Bed#: 4 *Date: 7/ �/�� *Permit#: i( --0033 Town Septic: Nl
- If no, certification required: Y or N Received: Y or N By:
NYS DEC: PRE-DEC 9/1/75 Y oro- Date: _/_/ Permit#: or NJ Letter— Notes:
Southold Trustees: Y org)- Date: / / Permit#: or NJ Letter—Notes:
Southold:-Z0,4 0 Date: _/ / Permit#: —Notes:
Southold Planning: Y o�Date: / /_ Permit#: —Notes:
Town Landmark C of A: Y o N TE:_/ /_ *NYS CODE Compliance(page 2): Y or N
C0NTKA<T4P, Lic�Al" "AJ31LITy coMplE vVs4T1ooV 07t
Notes: kq Lolo �
Fee Structure: Calculation:
Foundation: `F3 6 SFa 8� x $ =$ 3�-� �®
First Floor: 9- 9 6 SF + Initial Fee: $_; _0 0 , 60
Second Floor: 9- (o 5-d SF +Additional Fee
Other: SF SF X$ , =$
Total: $ 0 9 X SF + Initial Fee: $
�0 00 + Additional Fee ( ): $
C of O FEE ,
As 13 U I LT FEE TOTAL: $ -3 L�3 d-, 80
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHICDEESIGN CRITERIA: -
Ground Snow Load:20 Wind Speed: 1ZOMPH, .Seismic Design Category:B
Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M
Design Temp: 11 Ice Shield Underlay: YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGIHT/FIRE AREA: - -
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS: YIN
HEADERS: YIN' .WALL STUDS: Y/N GIRDERS: YIN
CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RAFTERS: YIN
LUMBER SPECIES AND GRADE: Y/N
WINDOW AND DOOR SCHEDULE:
•MISSLE TEST REQUIREIIZENTS: Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
TENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: YIN
PLUMBING RISER DIAGRAM&
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALLS: Y/N (RESCNEC(C) P007� AX6.) 2v tD
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
REScheck Software Version 4.4.2
Compliance Certificate
Project Title: G.Zoitas Residence
Energy Code: 2010 New York Energy Conservation
Construction Code
Location: Suffolk County,New York
Construction Type: Single Family
Glazing Area Percentage: 22%
Heating Degree Days: 5750
Climate Zone: 4
Construction Site: Owner/Agent: Designer/Contractor:
The Strand-Pebble Beach-Greenport
Southold,NY 11939
Compliance:-Passes-using UA trade-off
Compliance:7.3%Better Than Code Maximum UA:658 Your UA:610
The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Gross Cavity Cont. Glazing UA
Assembly Area or R-Value R-Value or Door
Perimeter UI-Factor
Ceiling 1:Flat Ceiling or Scissor Truss 1400 31.0 0.0 48
Ceiling 2:Cathedral Ceiling 1380 31.0 0.0 46
Wall 1:Wood Frame,16"o.c. 3920 23.0 0.0 166
Window 1:Wood Frame:Double Pane with Low-E 634 0.320 203
Door 1:Solid 48 0.300 14
Door 2:Glass 213 0.320 68
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2240 34.0 0.0 65
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation
Construction Code requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection
Checklist.
CHO/QAJO
Name-Title re Date
a C Rc
NS'j 079150 .gyp
F of
Project Title: G.Zoitas Residence Report date: 10/07/11
Data filename: Untitled.rck Page 1 of 4
CREScheck Software Version 4.4.2
NJ/ Inspection Checklist
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-31.0 cavity insulation
Comments:
❑ Ceiling 2:Cathedral Ceiling,R-31.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame, 16"o.c.,R-23.0 cavity insulation
Comments:
Windows:
❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Solid,U-factor.0.300
Comments:
Up to 40 sq.ft.of this door is exempt from the U-factor requirement.
❑ Door 2:Glass,U-factor:0.320
Comments:
Floors:
❑ Floor 1:All-Wood J oist/Truss:Over Unconditioned Space,R-34.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Air Leakage:
(:I Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or
solid material.
❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between
window/door jambs and framing.
❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or
damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed
to maintain insulation application.
❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air.
❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7
ACH at 50 pascals OR 2)the following items have been satisfied:
(a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
Project Title: G.Zoitas Residence Report date: 10/07/11
Data filename: Untitled.rck Page 2 of 4
(e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or
sprayed/blown insulation extends behind piping and wiring.
(f) Corners,headers,narrow framing cavities,and rim joists are insulated.
(9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall.
Sunrooms:
Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
Materials and equipment are installed in accordance with the manufacturer's installation instructions.
Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value.
❑ Materials and equipment are identified so that compliance can be determined.
Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
Duct Insulation:
Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
Building framing cavities are not used as supply ducts.
All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means
of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or
UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically
fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g_(500 Pa).
Duct tightness test has been performed and meets one of the following test criteria:
(1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area.
(2)Postconstruction total leakage test{including air handler enclosure):Less than or equal to 12 cfm per 100 ft2.
(3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area.
(4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area.
Temperature Controls:
Where the primary heating system is a forced arc fumace,at least fine programmable thermostat is installed to control the primary
heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle.
Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating(Sections 503 and 504).
Circulating Service Hot Water Systems:
Circulating service hot water pipes are insulated to R-2.
0 Circulating service hot watersystems include an automatic oraccessible manual switch to turnoff the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
FI Heated swimming pools have an on/off heater switch.
Project Title:G.Zoitas Residence Report date: 10/06/11
Data filename: Untitled.rck Page 3 of 4
0 Pool heaters operating on natural gas or LPG have an electronic pilot light.
Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar-and/or waste-heat-recovery systems.
Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
{a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage<=15
(d)50 lumens per watt for lamp wattage>15 and<=40
(e)60 lumens per watt for lamp wattage>40
Other Requirements:
Li Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is
above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V).
Certificate:
A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window
U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility
of the circuit directory label,service disconnect label or other required labels.
NOTES TO FIELD:(Building Department Use Only)
Project Title: G.Zoitas Residence Report date: 10/06/11
Data filename: Untitled.rck Page 4 of 4
-c 2010 New York Energy
Conservation
Construction Code
Certificate
Insulation Rating R-Value
Ceiling/Roof 31.00
Wall 23.00
Floor/Foundation 34.00
Ductwork(unconditioned spaces):
Door Rating U-Facto�r SHGC
Window 0.32 0.33
Door 0.32 0.33
Heating . Cooling Equipment
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
30C
A
® TOP OF
E HOOD
TO
D CEILING
F
n� i
B
J G
C H
D I
CLEARANCES TO COMBUSTIBLES:
A B C D E F. G H 1 J
Rough Rough Rough Rough Clearance Combustible Combustible Behind Sides of Front of
Opening Opening Opening Opening to Ceiling Floor Flooring Appliance Appliance Appliance
` (Vent Pipe) (Height) (Depth) (Width)
.............
Inches 10 40-1/2 22 49 32 0 0 112 1/2 36
mm 254 1029 559 1 1245 813 . 0 0 13 13 914
/ REAR VENT,
HORIZONTAL TERMINATION, REAR VENT
TWO ELBOWS ONE ELBOW
REAR VENT E 0
B NO ELBOWS B
. 1 o D
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O —► O o ' Q O
CP
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OF. .E�-
A. B C D E F/ G H I J K L
Inches 55-7/8 49 79 61-1/2 87 22 1/2 38-7/8 3-3/8 10 13 19-3/4
Millimeters 1419 1245 2007 1562 2210 559 13 987 86 254 330 502
FIRE PLACE:
- 2-78r
- .
9-13- GUS ZOITAS RESIDENCE
ON 3.0 . 0
11
-PE-BBLE BEACH - GREENPOR :
NY
D WINDOWS AND DOOR SCHEDULE F 3'-0" x 4'-0" TW21310
DOORS
I -;' .G 3'-0" x 6'-0" TW210510 D1 6'-0" x 8'-0" FWH
H 2 '6" x 6'-0" TW20510 egress 5080PALR
s` ^� WINDOWS g D2 2'-6" x 8'-0" FWH2780AL
I 4'-0" diam. FR40 D3 6'-0" x 6'-8" FWH6068APCL
i q_ 2'-2" x 2'-0�� AFC12 41_Ol� x^� 31_O1! AFC2 3 ,
A 1 3' 0" x 2' 0" AFCP302 K 3'-0" x�2'-1" TWT210111 D4 2 -6 x 6 -8 FWH2768AL
^ A-2 3'-0" x 0" AFCP306 L 2'-2" x 1'-5" AR281 basement
B 3'-0" x 3'-4" TW21032 Manufactured by Anderson "Storwatch Protection"
B_1 31_0" x 4'-4" TW21042
- C 2'-2" x T-4" TW2032
- C-1 2'-2" x 41-4" TW2042
PATIO ; D 3'-6" x 6'-0" TW34510 egress ,
E 31 rail 4f 9" :PN 4 0- I
E_1- ' 6" x 6' 0" :FW;3 A 5 41/1
u All interior doors to be 2'-6" x 6-0" unless otherwiTT
e
noted. Closet doors to be field mesured.
��. ' BALCONY c
14
KITCHEN
r, t MASIR BEDROOM #2,
i BEDROOM #4
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WINDOWS AND DOORS SCHEDULE A-7, GENERAL CONISTRUCTION ,
Q DATE: 9-13-11 .
A-2 BASEMENT - Structural - Electrical - q-g WIND PROTECTION
` ROOF PLAN - Structural
��Eo AAA , GUS ZOITAS RESIDENCE 615
_FIRST FLOOR PLAN A-3 FIRST AND SECOND FLOORS - Structural SECOND FLOOR PLAN �CO. a. C/,, �'k-,,�_ � PEBBLE BEACH GREENPQR
.4 Pl
A-4 ELEVATIONS �` 'I'
NOTE: ALL EXTERIOR DIMENSIONS ARE TO FACE' OF `��•��'07 r:r NY .f
- SECTION STUDS. �,��.-'�'J'J� •�a .�: I -
A5 SECTIONS °F ��°' == � CHORNO ASSOCIATES ` _ •�
ELEVATION architects. .
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PLUMBING DIAGRAM ��* �
architects.
SOUTHOLD, NEW YORK
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DATE: 9-13-11
GUS ZOITAS - RESIDENCE
a R� ,, PEBBLE BEACH GREENPORT
NY
vTF4 'C
.�'g'�� a CHORNO ASSOCIATES
+ OF NE y
architects.
SOUTHOLD, NEW YORK
�- y WINDOWS AND DOOR SCHEDULE F 3'-0" x 4'-0" TW21310 DOORS
i ..� G 3'-0" x 6'-0" TW210510 D1 6'-0" x 8'-0" FWH5080PALR
H 2-'6" x 6'-0" TW20510 egress
s- WINDOWS 1 4'-0" diam. g D2 2'-6" x 8'-0"--� FWH2780AL
� �� � FR40 � �� � ��
A 2 -2 x 2 -0 AFC12 J 4'-0" x 4'-0" AFC24 D3 6 -0 x 6 =8 FWH6068APCL
A-1 3 -0 x 2 -0 AFCP302 ,1 D4 2 -6 x 6 -8 FWH2768AL
E K 3 -0 x'2 -1 TWT210111
A-2 3'-0" x 0" AFCP306
L 2'-2" x 1'-5" AR281 basement
7 ' B 3'-0" x 31-4" TW21032 Manufactured) by Anderson "Storwatch Protection"
B 1 3'-0" x 414" TW21042 ,
_ -
C 21_2" x 3'-411 TW2032
2'-2" x 4'-4" TW2042
D 3'-6" x 6'-0" TW34510 egress
PATIO r r ,- „ I TERRACE
1,77 '� E 3 6 x 4 0 TW34310 ri
' -1 3'-6" x 6'-0" TW34510
33
o { E All Interior doors'to be 2'-6" x 6'-0" unless otherwise C -
f _ noted. Closet doors to be field mesured.
4 i i , BALCONY / . �� a ! ' �'� '; -40,
KITCHEN
MAS R BEDROOM #2
= --- - -- — ---
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GREAT ROOM ,.� SITTING ROOM
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r - AND SECOND FLOORS PLANS
7 t-- A-1 FIRST A A-7 GENERAL' CONSTRUCTION � _. - DATE:
WINDOWS AND DOORS SCHEDULE
r _ � M1
, f -2 BASEMENT - Structural - Electrical - A-8 WIND PROTEiCTION �' '�
A GUS Z01TAS RESIDENCE
l
ROOF PLAN - Structural- SECOND FLOOR PLAN ;' -"° ��
1 A-3 FIRST AND SECOND FLOORS - Structural ��.. �,rl ., r PEBBLE BEACH �GREENPOR .
FIRST FLOOR PLAN 1 ." ° 1
A-4 ELEVATIONS NOTE:.ALL EXTERIOR DIMENSIONS ARE TO FAC5 OF
4p SECTION STUDS. •NiE�n".���: . ' CHORNO ASSOCIATES
A-5 SECTIONS - architects.
ELEVATION
SOUTHOLD, NE1N`PORK
Bill
A-6 FIRST AND SECOND FLOOR ELECTRICAL
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PLUMBING DIAGRAM architects.
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FRAMING ALL HEADERS ARE (2) 2X10s UNLESS OTHERWISE NOTED SECOND FLOOR FRAMING
FIRST FLOOR FRAM .
DATE: 9'• mil/
A GUS ZOITAS - RESIDENCE
R � r
PEBBLE BEACH - GREENPORT
NY A
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DATE: 9 ��-
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ICD �� B• Cyr'`yid
PEBBLE BEACH' • GREENPORT
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NORTH ELEVATION — - _ `� �? �vo ..! A
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WEST ELEVATION SOUTHOLD, NEW YORK
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3 ELECTRICAL SYMBOLS
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RECEPTACLE
_ GROUND FAULT RECEPTACLE
_ WEATHER PROOF RECEPTACLE
SWITCH -
_ CEILING LIGHT CENTER SECOND FLOOR ELECTRICAL
FIRST FLOOR ELECTRICAL — _WALL WASHER
• LIGHT BRACKET
EXHAUST FAN DATE:
® PULL CHAIN SWITCH LIGHT OSRESIDNC- ,E
_n: SMOKE DETECTOR � ���Eo ARc tE.�NPOR"FPE•BBL' E BEACH-{• - CR,
4�t CARBON MONOXIDE DETECTOR �
TELEVISION OUTLET '" _ ' NY
- — N•• ^ a A- 6
o1915 °� r CHORNO ASSOCIATES
F
architects.
SOUTHOLD, NEW YORK
T
GENERAL CONS .TRUCTION NOTES
NAILING SCHEDULE AS PER P&SCRIPTIVIE DESIM FROM 1995 SnC HIGH ViND EI)MM, vODD FRAME CONSTRLXTEIN MAWJAL
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
ALL NAIL SPACING IS AD BASED AT 16' O.C. SPACING. ANY OTl SPACING OR DIFFERENT APPLICATMNS, THE CONTRACTM
MIT! W= ,� FLM SHAD. REF R TO TIE PRESCRIPTIVE DEIGN SECTION flF THE HOOD FRAMING MANUAL. FOR PROM APPLICATION
LM ago a► rlz;; 10 ROOF FRAMINGt TABLE 3.8 ROOF' SHEATHING REQUIREMENTS FOR WIND LGADSt
, . KV= Fr.l. u r - ROOF GE SHEATHINGi
r 9T11. �, S .ATliI!!� tJ�ATTO r AT MEL Ez C Is THE PANIEL
�.
n rs IvEs TO THE LIVE LOAD T� PLATE 110' WALU 4-eTM
THE CMTRUICTI Z Hr`Cfe - 3�C33 1 ZOO ! arc. a of �C. N=4 ! i �-
CRITERIA REL M. TO SECT., R3OL4 / R3W OF M.Y.S. RESIDENTIAL CEMTRUCTMN CODE TO TW PLATE w vALL; 4-w re .�T ENDWA LL a me e�cE Test a ear ! 4" Wx U ,'N.`"�
v� - LAP r CEILING SHEATHING,
40 PSF am � -FM � up EACW- MAIL NOTES
TXCVT S vA� aLc . FIELD TI SE kOTES AdI£ ONLY TO
d on TO VFCN - S!C EM r� I�3 €� �.' .
To RAFT'S - END WALL SHEA T H I N Gi 1). For roof sheathing � e 4 feet of the pet Im ter eon of the roof, Incl 4 fa t on each side of the roof peak,
iEXT the 4 foot ter zone attachments raged shall be useecL
i TD RAFTER t - 1W MAII aTY. SPAClDiG NOMS
c). Tabulated 12 Inch ore, r g spacft asp sh eo.
r2n
Tt�l PER TAB �, the nttad to rafter � s f.� _ G�.49.
PAMMS ed vCH - For frnnhp members with <0.42<GVL49, the nalt spackV shall be to 6 ate.
F • EDGE
TIM WALL F RAMINGt = F 3), Tabulated 4 insch o.e, nalt spacing assumes sha to rafter r / i s fry, mks � G 4�, For
framing members with 0.42<G<&49, the nalt spaieft xhatl be rar►duced to 3 �s o.c,
AISSEKILD ASP t�Y.s. RESIT ITIAL IIMTI>�+I CODE. rtMT e x PALL . F�1D
ACM
REFER M TIE F0LLDVV4G mMJ&S FOR ADDITZIN& FASTER REa WM4ENTSt TOP PLATE - Nd Pluz RAT SEE , FLOOR SHEATHINGt TABLE 3.9 BALL SHEATHING REQUIREMENTS FOR BIND LOADS,
SSTD W-99 Standard for HuMmm Resistant Canstructlaxa TW Pam 04T MINT� - s r amr. T L AT EDGES IN THE PAN.
7-02 C IS€D FRM 7-") Low for $ail and Other Structures STUD _ � �. � V EP �Pam �' EIS �E ! b" � ! � tt�. HIM e �
k
r
HEADER � eegs
�
RATE T6 S M = lid tom. ��TGENERAL CONSTRUCTION NGTESo -
�� THESE i�ITES ARE £�Y TO � REFERRED TO IF
r L T tnfatloh on this set of truetton is rrerlated to a6es�n � > d Fir ► , MEI�TIi?iD IN SCiDUt.E NOTES ONLY.
intent art fraeri ag . They acre Intended as a cord uctbon aid. not a3 substitute
�'L®®R FRAMING; '.)• Na" rer�irrerts are based am anti sheathing
practice and coop4ianct with current New Yaark If wall sherd NOTES
for generally accepted good buff Pa" nalled 6 on-center at the panel edge.
State biA cows. The General CCa�ntraetor Is re for Pr° sty sheathing
x construction daotals and to ensure a professionally , structuratty emr is naYled 3' axe-sewn#err at the pant edge to obtain THESE NOTES ARE 11NLY TO BE REFERRED TO IF NENT IN € NOTES t Y.
shear cnpacit�s, rba�ing raa�.rirea�rats for structural ,
ffamw and weatherproof completed) product TOP PLATE OR GNU dt- .1ST Ni. meM&rs shall be dot&teed, or• alternate connectors, U. For matt shftthkng within 4 feet of the c s, tha 4 foot rfte zone attachment ner►ts shall
2. The General Contractor. is re a for ensuring that all work and constructlan To ,AIST 2 - such as shear plates, shall be used to maintain load path be used.
arts -no-rent federal, stateo coLgMty and local codes, es and regulations. etr.
These a are to be cord as port of the speclfica for this bullet and me a sn tali ahutate g is anal s over connectedrmi
TO .MIST ! " ad ERt'! �. r�rrs,#bae+ tabulateyd rxrr,I:aer of nails shall be permitted 2). Tabulated 12 inch oe. raall spacing asks shenthkg &-t.,t4&&d to stW fmembers with
sPxxAd be aged to even If they are In varlanct rft the plan. 00.49. For fr wft s w 0.42CG<, thw k sr a a swat r"m 6 z o.c.
ULL OR TOP PLATE
to be reduced tot - 16d �� per foot,
Ida
shall take t over scale ds*a (do not scale draws). " ia� � �-
3). For exterior panel sldR , gaivinlzerd box nails shall be tad to substited for cn malls.
3. WIL
JMST
4. T
has not been for constructer supervision and assures no � + - � TM
�n !ty for c '1s$ruct�'► co®r'a 'aa' with these Wms root for T13 3 " 9° .=T
construction nears, methods, s qu
, sequences, Or grocer rers, or for safety°ecau s and prrogrrar� Ira eormction w" they war. There are, no warrantles for a TO ,FIST " J= MAIL
s dfir_ use expressed or knAW In tit use of Owls-
SI TOP PLATE - FM Ik e
5. Refer to floor plans, exterior ,aetvwtions. and & exterlW door schedutt for
types and shays of -dows and exterldr doors. GENERAL FRAMING NOTES
. al Cmtractar Is to ensure that nazenrY AMI flr°eptaacer construction mats or L Urtess otherwise noted, all fr material to be #2+BTR. Doug Fir.
exceeds all r4anufacturers specifications and QPPUCOUD e+ so 2. Floors, walls, ceilings and rafters to be 16' a.C, unless otherwise notecL GENERAL DECK & P G R C H NOTES GENERAL H V A C SYSTEM NOTES
7. Gerrwraat Contractor to consult a to wft the asap° for all built In Item Provide fire-bloddng where applicable.
s� as bookmses. ttvi,, pantery. ctowts, trim, t't;C. L Unless oti�aaxrwt r noted, nail framing material to be 41 AtA pressure L Mechanical subcontractor Is responsible for ad herbV to all @W$c*M@
3. Untess otherwise noted, all bearing watt htmders to be Lira, 2-pty 2Aftated lumber. codes Arad safety ts.
O, 'l k ld load .d connections ill be taken lags account dur V construction. Alt headers to have ante fearing on each end or as spe.►cified,
The + ind �# c �eaouEd ; reviewed prim° to stt�r rd 2. Girders for floor ,foists 'to be min 2-34y 2x10 unless otherwiseotherwisenoted. 2. HVAC ss. cntrac#or Is to fully coorrd6raate all system � r �s
4. Att flush beams / headers be with heavy duty gnlvoraiae�dd Girders shall be either hotted to posts w/ i/2' aka. gaty. bolts or with the t supplier.
A T.I® i �'E S hangers. Provide Galvanheed Harmers and anchors where applicable to all anchored onto concrete pier.
GENERAL �`Q U N D s connected to beams 3. ,Joists to have b(ockk Q G' O.C. �l Contractor owner grad subcontkdctor to Provide f i System layout a vi r It to
1. Ge+rae mt. Ca�a#rractorr C to review playas, elevations and details to 'deternine 5. Doubt& up floor joist under watts that run psaratlet to ftoor^ joist a�rad � for fir ) renew approval.
is of Acar°r(s), above typical grade. under bathtubs. Floors getting ceramic tiler shalt be verified for toad capacity. 4. All teasers attached to house to have a flashing barrier, tapping
behind the sia#+g, between the house and te$dgerr. Ledger shalt be
2. All foots to nest an unfttxqwd tv t) saw 6. Provide blocking / bridging In floor ,its R S' D.C. Use solid btockit bated to idkd'hg with 1/2' din. Galvanized bolts.
3, pry 102` qxpangkn joint material between concrete stabs and abutting In floor joists undltr alt brarft watts.
S, All foots for posts nand piers to be 4' bertaasrr gyres, Piers shalt
cxwKr.,ete or magomy wails occuring in eexter r or tCd b terlorr areas. 7. Provide Insulation baffles at eeaavae vents between rafters. Install waft blocking extend a � of 6' above grade,
4. Any rev concrete walls atta shed tot of any) easncraete gtruenn�err�to 6. All framing material to have appropriate galvanized harpers and
bw Installed with 64 re-bar, Mr two R lee O.C. t approved epoxy for irrstaliati M S. mess otherwise noted, Roof and Walls to have a mk% 4-Rty I/2' FWCbMr&
& i s othgrwlse noted, all interker ztabs on grade to b& 2 psLcaarx."te *xterri®r sheeathift grracle plywood. Plywood to cover over ptates and henna ers. GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES
Exty?-i =: swabs an gram to be 35W psi concrete 9. Unless otherwise noted, 3/4' T&G Fir or Advantech plywood to be adhered
to jcIst w/ PL400 adhosive and screwed to floor joists for sub flooring. Fished 1. All water supply, drainage and venting to be as per N.Y.S. L Alt electrical to be as per KY.S. Resi®entt+at Constr wztia .
sand or gravet fill with 6x6 wlrre mtsh ,rein orrcing, Interior star to be placed an 6 mL floor to be installed over as per manufacturers instructions. Reslaaientiat Comstr"uction Code
P. All aeleetrieat work shalt her underwriters aapprovard,
p yvViF te+r vapor barrier, FmvWatWn Stab to be a Wnkmm asf 3-1/2' thick. to. Alt bathroom watts to have 1/2, moisture resistant sheetrock. Garage Vaalts 2. Verify septic system with Engineer for Suffolk County Health
6. Fs-ovkie tract space with one Gxi6, cast Iron foundation vent for every 150 square and ceilings to have 3/@' Type-X sheetrock. Wass otherwise noted, rat of Department approval. 3. Snake detectors to be located tip rougtxxut as per Sec-tjw. Rai. ems'
bulkin
g to have 1/2" regular sheetrock All sheetrock to be taped and f �i. PI,M ntkl � am Constytk)n Code. . Prove as n of I Co�,
3. if watt studs, plates or joists aayrae cut out during Instaltation for Monoxide Detector In btAd .
7. ProvWr Wx24' access operft to cmwt space area. IL Att roofs with a pitch of less that 442 shalt be Installed with Ice & Water Barrier any plums related work, provide adequate bracing and plates
or approved equal, to protect and secure the structure. Verify with the stater code
wltt't as see#ort R406 of a manufacturers recoa ndatlon for maxk hate size and DATE: 9'•.��. //
PtY.& -ode, A exterior f� tl In aped over , Craft porn l gates to be press treat , is l Casket and eop-r , GUS Z01TAS - RES11.D1�'NQ' -E
of ea f tkw'* walls p r to baacclafllllrg, approved equal termite shlield. Ptates to be o►r eed to foundation a �ED qRc
m 1/2' Cft x7' tong anchor bolts R 6' O.C. and w/i i' of ends and corr*mo�%
9, as �, R4� of i�,Ys, rat�t code ��: PEBBLE BEACH' R E E N P RT
I� per
CP NY
CHORNO ASSOCIATES
architects.
SOUTHOLD, NEW YOIRK
.i
RITE STR PING PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD RIDGE STRAPPING GENERAL. WIND PROTECTION CONNECTION � T ES
FM 16• B.C. � TERs WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT
C CTIi
{ PITCH SPA CAPACITY (plf) 16" O,C, UNLESS OTHERWISE NOTED.
ASSEMBLY FOR ALL CONNECTIONS AND TECK41OMS TO BE IN ACCORDANCE WITH
644 THE FOLLOWING MANUALS'
16' 858 a). 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION
342 2®' 1073
-- -WALL b). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION
24• 1287 RAFTER TD 0. ASC€ 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND
, 08 TY-DOWN CONNECTIONS COLLAR TILE OTHER STRUCTURES
16' 678
THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE M4ANUAL S F0'
2®, 847
4�12 p17 ALL OTHER CONSTRUCTION SHALL BE
24, 1 WIND PROTECTION FOR R INSTALLATION.
2g' 118b IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
32° 1357 RAKE OVERHANG OUTLOOK
12' 392 C ONNECTIONS
1). RIDGE TO RAFTER ASSEMBLY
16' 523 RAFTER 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR 0� RAFTERS.
2®° 653 SPAN UPLIF
WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP. THE NUMBER OF 10d
5�12 24° 783 3, C NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED
28' 915 12 0C
16' CC=4131
b1 THE TABULATED NUMBER OF 8d IN THE STEEL STRAP.
321 1045 H€ILDDOWNS WHERE 'REQUIRED
36' 1176 2). RAFTER TO WALL ASSEMBLY,
351 - - LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR
12 UPLIFT CONNECTIONS FCC RAFTER T6 WALL,
TRUSS TO TDP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED.
16 468 WALL-TO-WALL AND WALL-TO-FOUNDATION
° WALL—TO—WALL Will USE 4-8d COMMON NAILS PER RAFTER AND / DR CEILING JOIST TO TOP PLATE
m 585 CONNECTIONS C CONNECTION AT WALL FIGHTS UP TO 10° AND AT RAFTER / CEILING JOISTS
642 24' 702 ROOF CONNECTION MIN. 8d NAILS NOTES SPACING 8 16' O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECT 13N.
28' 819 SPAN CAPACITY REQUIRED
WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR
' 936 121 427 tbs. 4
TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE VAL.L TOP P9 AT
36' 1053 5 SHALL BE ATTACHED TO THE MALL STUD WITH UPLIFT CONNECTIONS,
121
326 E&"o 526 tbs.
F16' 435 626 lbs. 5 3). WALL ASSEMBLY TO WALL ASSEMBLY,
71
2 20, 544 24 726 tbs. 6 WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS,
- 24, 652 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SIHIALL
761 28 826 lbs. 7
BE ATTACHED TO A COMMON MEMBER IN THE FLODiR ASSEMBLY WITH URL:F T CON ECT O:IS.
12112 28 328 927 lbs. 8
32' 670
, 979 36' 770 lbs, 7 12' O.C. HOL.DDOWNS WHERE REQUIRED 4). WALL ASSEMBLY TO FOUNDATION,
FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE
SHALL HAVE
AILL PLATE, OR
WALL-TO-FOUNDATION BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS
HEADER GIRDER COECTIONSt CON, CTIONS EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-INN-GRADE, 15 INCHES IN
NM
ROOT HEADER liPLIF LATERAL
MASONRY BLOCK FOUNDATIONS., OR BE LAPPED UNDER THE PLATE AND NAILED IN
s REQUIRED ACCORDANCE WITH TABLE 3.38 OF kBG 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION
SPAN SPAN lips. lbs. HoLDDOWN ANCHORS REQU
HEAR WALLS MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-I`NCH SQUARE
2, 469 254 FOR TYPE I AND TYPE II S SPACING SH€� L
d ) STRAPPING WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR' BOAT SPA�,4 �' � ��•
4, 939 504 C6 PANEL EDGE NAILING
NOT EXCEED 72` O.C. FDR BUILDINGS WITH A CRAWL SPACE tIR BASESENT. BUILDINGS WITH
6' 1408 762 1 WALL TYPICAL WIND LOAD PATH SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 320 O.ce STEEL STRAPS
2tl'
8` 1878 1016 HEIGHT CAPACITY Qbx.) N.T.S. EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS
1( ' 2347 1270 3375 SHALL BE HOT-DIPPED GALVANIZED COATED,
1.21, 2817 1524 8
140 3286 1778 �'* 3800 HO 5). Ht�DDOWN=
10'
16° 3756 2032 4225 �"` "`
LDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES
3.5A-B FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE II SELECTED IN ACC: DANCE VITH 3.4.4.2
2' 620 254
FROM THE SBC 1995 HIGH WIND EDITII3N WOOD FRAME Cl3NSTRUCTICIN MA L, A CONTINUOUS LOAD
4` 1239 504 NDOW SILLPLATE HEADER TRAPPING PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL. BE MAINTAINED. 'HERE A HOLDDO'�N
4!I 3JDDvN SHALL BE
6' 1859 762 TIONS SILL CONNECTORS RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HOL
CONNECTIONS
'i 8' 2479 1016 SIZED FOR THE REQUIRED HOL.DDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE
28 10' 3098 1270 HEADER UPLIF �
REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABO
12' 3718 1524 SPAN tbs.
14' 4338 1778 2' 254 HBLDDO`�N ANCHORS 6). CONNECTIONS AROUND WALL OPENINGS
x 4958 2032 ° HOLDDOWN ANCHORS �o .�
16 4 504 HEADER AND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECT 113NS,
?• 770 254 6• 762
4° 1540 504 � 7). WINDOW SILL PLATES,
2310 762 8 1016 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS.
6 2x4 WALL SILL PLATE CFLAT)i 1-PLY FOR OPENINGS UP TO 4'1 AND 2��-PL'Y FOR no UP TO 6'0=
8' 3081 1g16 10 127q
36, 2x6 WALL SILL PLATE CFLAT)� 1�-#�LY FOR OPENIN GS UP TO 5'll AND 2-PLY FOR OPENINGS UP TO 89.
10 3851 1270 121, 1524
! 12, 4621 1524
4' S3'91 1778 14' 1778 7). CATHEDRAL CEILINGS,
1 ° 32 __._ SHEAR L „Y WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED
a 16' 6161 2032 16 2a TYPICAL
AND ANCHORED ON TOP OF THE BEAM OR SLOPE COTNNECTO�RS SHALL BE A s"T At I TO EACH
N. 1 .�. � �� THE
g'o3gp`
RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONW. CT101 i H� RIDGE
MIN. NAIL SPACING FOR ROOF SHEATHING x'/ ROW RAFTERS 8 16 OC AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS,
TER I
AT NAIL SPACING AT NAIL SPACING FOR WALL SHEATHING ATTACHMENTS
NAIL SPACING 83. A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN � EXTERIOR WALL.,
LOCATION PAL EDGES SUPPORTS IN THE PANEL FIELD
NAIL SPACING AT NAIL SPACING AT INTERMEDIATE USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS
4' PERi 'TER 6` O,O, LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD OTHERWISE NOTED,
6 D.C.
ZONE _ � 6` O.C. 12` O.C. USE t2) FULL LENGTH STUDS DN EACH SIDE FDR OPENINGS UP TO 6'l3 AND t33 �'OR LARGER OPENINGS
EDGE 4 EDGE ZONE
INTERIM E 6` D.C. 12° B.C. 12' O.C. UNLESS OTHERWISE NOTED.
I INTERIOR ZONE 6' O.C.
GABLE END WALL 4. O.C. 4` D.C.
RAKE L RAKE: TRUSS
C� AL METAL CO��NEC TORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS,
USE THE FOLLOWING USP BRAND OR APPROVED EQUAL � EVE MAXIMUM UPLIFT CAPACITY,
� CONNECTIONS SHAL
L DE INSTALLED ACCORDING TO MANUFACTUR,_S RECOMMENDATION TO ACHIEVE
MINIMUM CATALOGUE LOAD CAPACITY MINIMUM
[!NUMBER
ALOGUE I DESCRIPTION FASTENERS
DESCRIPTION LOAD CAPACITY FASTNE'RS NUMBER DATE:
RAFTER L STUD! (6) 8d CO O '`'s-� �'' GUS ZOITAS - RESI.DENC---E ,. - .-
ADS5 BOLT TO VERTICAL MEMBERi (2) 3/4x3-1/2 BOIL S RT10 RAFTER-TO-WALL STUD TY-DO]WN ANCHOR 585 llas.HOLDDOWN ANCHOR 4000 lbs. BOLT TO SILL, (1) 3/4x5-1/4 ANCHOR BOLTS Y�-DOWN ANCHOR 1105 lbs. RAFTERL STUD, (9) loxlCDM - c L` .c RT20 RAFTER-TO-WALL STUD T PLATE (4) 10d B. R.ti, P E-B B L E B EAC R - G R E E N P Q RT
BOLT TO VERTICAL MEMBERi (2) 7/8x3-1/2 BOL S ^ - _
DDOWN ANCHOR 5100 tbs. , 7/8x6-1/8 ANCHOR BOLTS RT7 RAFTER—TO—TOP PLATE TY-DOWN ANCHOR Say lbs. RAFTER AND PLATES CS) 8d C \� � ..` NY
TDX6 BOLT TO sILL A_
RAFTERS (8) 8x1-1 1�A� N
��� .(6) 5/8 DIA. BOLTS �•�- Y-DO]i�N ANCN€IR 950 tbs. , ) CDM�RO � �~ � a
• KHST2 STRAP TIE 4220 lbs. RT16 RAF g ER-•TOI-TOP PLATE T PLATE 8 8d
RAP TIE 6i80 tbs. (6) 3/40 DIA, BOLTS ° CHORNO ASSOCIATES
ST3 STRAP TIE 1070 lbs. PLATE AND STUDo (6) 16d C i.�i r : ,
KH SPT44 & 6 STUD PLATE
FLAT STRAP 1055 tbs. (14) 10d COMMON NAILS A architects.
L.STAiB 1470 lbs, PLATE AND STUDS C12) lOx ! *� SOUTHOLD, NEW'PORK
[_LSTA30 'f
FLAT STRAP 1670 lbs. (22) 10d Ct 04MON NAILS SPTH4 & 6 STUD PLATE TIE