HomeMy WebLinkAbout31437-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31566
THIS CERTIFIES that the building
ADDITION
Date: 05/15/06
Location of Property: 300 LEEWARD DR SOUTHOLD
(HOUSE NO.) (STREET) (HAMLET)
County Tax Nap No. 473889 Section 79 Block 7 Lot 36
Subdivision
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 6, 2005 pursuant to which
Building Permit No. 31437-Z dated SEPTEMBER 9, 2005
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 SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to STEVEN & CALLIOPE KENTROTAS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2095623 04/28/06
PLUMBERS CERTIFICATION DATED
Auth ized Signature
Rev. 1/81
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
lz:A�l In y
fM1
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.
r
C. Fees
1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
New Construction:
Date
Old or Pre-existing Building: (check one)
Location of Property: 300 _Lr GT �✓_r /J� t s/c� �o J `rt�a 1,
FIouse No. Street Hamlet
Owner or Owners of Property: Com_/ g „ 1 a [� A L� c o P e—� Etv i W� v T)9d
Suffolk County Tax Map No 1000, Section
Block
Subdivision Filed Map. __
Permit No. -Z. Date of Permit.Applicant:_
Health Dept. Approval: nderwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate
Fee Submitted: $
Co�3fSG�
Lot 3
Lot:
Final Certificate: (check one)
Applicant Signature
BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET — NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of upon premises owned by
STEVEN KENTROTAS
300 LEEWARD DR.
SOUTHOLD, NY 11971
Located at 300 LEEWARD DR. SOUTHOLD, NY 11971
Application Number: 2095623
Section: Block: Lot:
STEVEN KENTROTAS
300 LEEWARD DR.
SOUTHOLD, NY 11971
Certificate Number: 2095623
Building Permit:31437 BDC: ns11
Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Basement, First Floor, sun room, Outside,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance
with
the
requirements of the applicable code and/or
standard
promulgated by the State of New York,
Department
of State Code Enforcement and Administration,
or other
authority having jurisdiction, and found to
be in
compliance
therewith on the28th Day of April, 2006.
Name
OTY
Rate
Rating Circuit Toe
Amount
Alarm and Emergency Equipment
Sensor
2
0
Smoke
$0.00
Wiring and Devices
Outlet
10
0
Fixture
$0.00
Fixture
8
0
Incandescent
$0.00
Fixture
2
0
Flourescent
$0.00
Outlet
11
0
General Purpose
$0.00
Receptacle
8
0
General Purpose
$0.00
Switch
6
0
General Purpose
$0.00
Dimmers
1
0
$0.00
Paddle Fan
1
0
$0.00
Receptacle
3
0
GFCI
$0.00
Invoice Total
$85.00
seal
THIS IS VOIJR RF.0 APT
I of I
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 31437 Z Date SEPTEMBER 9, 2005
Permission is hereby granted to:
STEVEN KENTROTAS
300 LEEWARD DRIVE
SOUTHOLD,NY 11971
for :
SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED
FOR
at premises located at
300
LEEWARD
DR
SOUTHOLD
County Tax Map No. 473889
Section
079
Block 0007
Lot No. 036
pursuant to application dated SEPTEMBER 6, 2005 and approved by the
Building Inspector to expire on MAR(
Fee $ 150.00
ORIGINAL
Rev. 5/8/02
16 ov - � 3 TOWN OF SOUTHOLD POOPERTY RCOND CARD "
OWNER
FORMER OWNER
C' Cot&
STREET �
N
S
VILLAGE
E
W
DIST. SUB. LOT,, '
,CR
TYPE OF BUILDING
Ie
RE$. ,/0
SEAS.
VL.
FARM
COMM. CB. MICS. Mkt. Value `
LAND
IMP.
TOTAL
DATE
REMARKS
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1666
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6/49-7 #
7 ��Pry
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3 0/
�f_4/o/— 11 a/at5 Foioo 3zzol p�
'illable
FRONTAGE ON WATER
Voodlared
FRONTAGE ON ROAD
Aeodowkind
DEPTH
louse Plot
BULKHEAD
'otal
ho�,�pF SOUTyO
37 Z
N
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING/ STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
DATE l �r �B INSPECTOR ��
3 / �(-3 7t
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ NSULATION
[ ] FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS j Ik i.�� �u — �� �.c �,✓c
DATE INSPECTOR
V37
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] F4 }VKDATION 2ND [ ] INSULATION
[! FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
DATE :�,/,//0/0601 INSPECTOR 'f �`
31�� -7 �--
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
,r^
1-9
] F DATION 1 ST [ ] ROUGH PLBG.
[ ' FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
FUA d - �� •
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
WECTION
FOUNDATION IST [ ] ROUGH PLBG.
] FOUNDATION 2ND [
]
FRAMING/ STRAPPING [
] FIREPLACE & CHIMNEY [
REMARKS:
,
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
DATE
INSPECTOR
FIELD INSPECTION REPORT
DATE
COMMENTS
FOUNDATION
000,
�ro
.L
- -I
--
------------------------------------
FOUNDATION (2ND)
-
-- ---------
ROUGH FRAMING &
PLUMBING
INSULATION PER N. Y.
STATE ENERGY CODE
3
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- -- - --
-- -
-._.___
�
FINAL
fu
-
— -
ADDITIONAL COMMENTS
-
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TOWN OF SOUTHOLD
BUILDING DEPAPTMENT
TOWN HALL/
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Southold/
BUILDING PERMIT APPLICATION CHECKLIST
PERMIT NO. 3-�`!`� 7 �'
Examined A 20 Jam'
Approved 7 ley-, 20
Disapproved a/c
Expiration 120
6
Do you have or need the following, before applying?
Board of Health fJ �
4 sets of Building Plans_
Planning Board approval_
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees /t-
Contact:
Contact:
Mail
one (c'3 ) :7 J,� S^
2005 �ipPLICATION FOR BUILDING PERMIT
1�_
° INSTRUCTIONS Date 120
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signa a of applicanfocAame, if a corporation)
300Lft'we2cp ) , r <c
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
0
Name of owner of premises C .- ( L r rs
(As on the tax roll or latest
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: _
300 l.F gk�DatJV� - t65,oAQp kg- n- ce- 13/t-wo a ivi Toy- ,id O1iSo
House Number Street Hamlet
�
u
County Tax Map No. 1000 Section �/ Block 7 N
Subdivision Filed Map No. 0,! W,
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy;�,j-p A; - S; „ ,- 1=i�
b. Intended use and occupancy 2r_sl �r=�n �� - S, J!�,,aL�„-
3. Nature of work (check which applicable): New Building Addition
Repair Removal 1Demolition Other Work
4. Estimated Cost 0 y ,,._,_c, — Fee
�' Alteration
(Description)
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front I ' Rear Depth �1 /
Height � 3i Number of Stories Z
Dimensions of same structure with alterations or additions: Front HCI -N'O C* ,ac s Rear 35
Depth 0�5 1' Height 2 3 ' r Number of Stories Z-
9.
8. Dimensions of entire new construction: Front 0 �,k Rear � 61 ` Depth ; � I
Height 16 1-'-t " Number of Stories 1
9. Size of lot: Front 21 I Rear 2-o 3, 3 >/ Depth
10. Date of Purchase I Name of Former Owner J e / Fir' -� 7 o r r 1 o >✓
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO v'
13. Will lot be re -graded? YES NO � Will excess fill be removed from premises? YES__ NO c
14. Names of Owner of premisesLi4, A to Pb tf -rv%-re7ftdres&oo ,4ewr TUiti ftne No.63/ -7(,S-
Name
7(,S-Name of ArchitectSQKik-� Addr ss ZI C = 0� Phone No 1 `v (v2 y y {v5v Y
Name of Contractor Add ess 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.
Y"'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.
STATE OF NEW YORK)
SS:
COTY Oi''�' FroUC)
being duly swom, deposes and says that (s)he is the applicant
(Name 9 individual signing contract) above named,
(S)He is the
(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 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 bVffore me this
day
Notary Public
Now 1bAWOW -
conm"on Born March uffolk 0,
ignature of Appli'capt
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
RES checkSoftware Version 3.5 Release lc
Data filename: C:\Program Files\ChecklREScheck\Kentrotas.rck
TITLE: Kentrotas Screened Porch
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached 1 or 2 Family
HEATING TYPE: Non -Electric
DATE: 05/16/05
DATE OF PLANS: May 17, 2005
PROJECT INFORMATION:
Kentrotas Residence
300 Leeward Drive
Southold, NY 11971
COMPANY INFORMATION:
Susan H. Frooks, R.A.
21 Central Drive
Plandome, NY 11030
COMPLIANCE: Passes
Maximum UA = 141
Your Home UA = 139
1.4%, Better Than Code (UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R -Value R -Value U -Factor UA
Ceiling 1: Cathedral Ceiling (no attic)
320
30.0 1.0
Skylight 1:
Metal Frame with Thermal Break:Double Pane with Low -E
6
0.390
Skylight 2:
Metal Frame with Thermal Break:Double Pane with Low -E
6
0.390
Wall l: Wood Frame, 16" o.c.
192
21.0 1.0
Window 1: Vinyl Frmne:DOUblePane with Low -E
20
0.340
Window 2: Vinyl Frame:Double Pane with Low -E
20
0.340
Door 1: Glass
30
0.340
Wall 2: Wood Frame, 16" o.c.
200
21.0 1.0
Window 3: Vinyl Frame:Double Pane with Low -E
20
0.340
Window 4: Vinyl Frame:Double Pane with Low -E
24
0.340
Window 5: Vinyl Frame:Double Pane with Low -E
20
0.340
Window 6: Wood Frame:Double Pane with Low -E
4
0.330
Wall 3: Wood Frame, 16" o.c.
192
21.0 1.0
10
2
2
7
7
7
10
8
7
8
7
1
7
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and
signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or
specifications are in compliance with this Code.
Builder/Designer—� ems— Date r-5 ' 17 425
Window 7: Vinyl Frame:Double Pane with Low -E
20
0.340 7
Window 8: Vinyl Frame:Double Pane with Low -E
25
0.340 9
Window 9: Vinyl Frame:Double Pane with Low -E
20
0.340 7
Basement Wall 1: Solid Concrete or Masonry
120
0.0
10.0
7
Wall height: 7.5'
Depth below grade: 6.8'
Insulation depth: 6.8'
Basement Wall 2: Solid Concrete or Masonry
150
0.0
10.0
9
Wall height: 7.5'
Depth below grade: 6.8'
Insulation depth: 6.8'
Basement Wall 3: Solid Concrete or Masonry_
120
0.0
10.0
7
Well height: 7.5'
Depth below grade: 6.8'
Insulation depth: 6.8'
Floor I All -Wood Joist/Truss:Over Unconditioned Space
320
30.0
1.0
10
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and
signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or
specifications are in compliance with this Code.
Builder/Designer—� ems— Date r-5 ' 17 425
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OCCUPANCY, OR
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VrT1',i0?l 1T Hr"MFICAT
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FLOOD ZONE
COMPLY WITH CHAP?
FLOOD DAMAGE PREVEN
SOUTHOLD TOWN CODE.
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ALL CONSTRUCTION SHALL — -
MEET THE REQUIREMENTS OF THE
CPP,E,S OF, NEW, YORK STATE.:--
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COMPLY WITH ALL CODES OF
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NEW YORK STATE & TOWN CODES
DATE.
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AS E IREO AND CONDITIONS OF
FEE: BY:f
(20 X 16) 320 sf
NOT Y BUIL ING DEPARTMENT AT
Existing 1360 s1,360
SOIRHOLDTOWNZBA
765-1802 BAM TO 4PM FOR THE
1680 sf
SOUTHOLD TOWN PLANNING BOARD
FOLLOWING INSPECTIONS:
924 sf
Cot C2,284
1. FOUNDATION - TWO REQUIRED
SOUTHOLD TOWN TRUSTEES
FOR POURED CONCRETE
N.Y.S. DEC
2. ROUGH - FRAMING 8 PLUMBING
'N
1T 0
3 INSULATION
2,604 sf/40,586.32sf = 6.4% , 20%
1, h,NAL - C --"!('TION MUST
8,117 26 sf Allowed
OK
BE COMPLL - 0.
ALL CONSTRUCTION SHALL MEET THE
-rattJ� I
Y
REQUIREMENTS OFTHECODESOFNEW
SIDE
W
pwIraoe
LL
YORK STATE. NOT RESPONSIBLE FOR
h
CU
tt1I
UNDERWRITERS CERTIFICATE
DESIGN OR CONSTRUCTION ERRORS.
REQUIRED
Cll
OCCUPANCY, OR
ll,a�: l 'JP vA'�IFhiL L
VrT1',i0?l 1T Hr"MFICAT
OF OCCUPANCY
FLOOD ZONE
COMPLY WITH CHAP?
FLOOD DAMAGE PREVEN
SOUTHOLD TOWN CODE.
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ALL CONSTRUCTION SHALL — -
MEET THE REQUIREMENTS OF THE
CPP,E,S OF, NEW, YORK STATE.:--
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= 700 sf
Sun Porch
5) = 560 sf
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KENTROTAS RESIDENCE, 300 LEEWARD DRIVE
District: R-40- LEEWARD ACRES AT BAYVIEW; LOT 25
Existing Parcel Size: 40,586.32 sq. ft.
Lot Cov. Allowed= 20%
Yards: Required: Front 50', Rear 50', Side 16, Agg. 35'
Proposed: Front 59' -No change; -
Rear 75' > 50' OK
Side 77' -No change; Side 79' -No change
Floor=240=924
Existing
11,6ky�vl 23'3Orr i - -
1951 sSyYrSor
= 700 sf
Sun Porch
5) = 560 sf
(20 X 16) 320 sf
0) = 100 sf
Existing 1360 s1,360
Q
sf
1680 sf
Fool/8)
=684 + 240=924 sf
924 sf
Cot C2,284
sf
2,604
15r�wv \
20% Allowed
l�l"af�_1
'N
1T 0
40,586.32 sf X .20 =
2,604 sf/40,586.32sf = 6.4% , 20%
C
8,117 26 sf Allowed
OK
I 70''4-
-rattJ� I
Y
x
SIDE
W
pwIraoe
LL
m
h
CU
tt1I
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- M
I ANU VENA
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NOT'r-_ ( TH15 6 NOT A 51,lkcVEY
P✓ PTAH INFORMATIOIA FROM
K ILa'9-? h*V�FY fay A. L,5WANI606KI
KENTROTAS RESIDENCE, 300 LEEWARD DRIVE
District: R-40- LEEWARD ACRES AT BAYVIEW; LOT 25
Existing Parcel Size: 40,586.32 sq. ft.
Lot Cov. Allowed= 20%
Yards: Required: Front 50', Rear 50', Side 16, Agg. 35'
Proposed: Front 59' -No change; -
Rear 75' > 50' OK
Side 77' -No change; Side 79' -No change
Floor=240=924
Existing
Pro Dred
First)
= 700 sf
Sun Porch
5) = 560 sf
(20 X 16) 320 sf
0) = 100 sf
Existing 1360 s1,360
Q
sf
1680 sf
Fool/8)
=684 + 240=924 sf
924 sf
Cot C2,284
sf
2,604
Yr B/d Cov.
20% Allowed
Proposed = 6 4%
'N
1T 0
40,586.32 sf X .20 =
2,604 sf/40,586.32sf = 6.4% , 20%
C
8,117 26 sf Allowed
OK
J..1
0
O
Q
Z
Z
01
L
�
o
'N
1T 0
�
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0
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LO
CODE COMPLIANCE NOTES 2:
A Use and Occupancy Classification: Residential, R-3 LVI
B Height and Fire AMC: Interior Ceiling Heights 8,0 ft. X 320 square feet (area) = 2,560
cubic feet
C Type of Construction: Woad Frame
D. All buildings, assemblies and parts thereof shall comply with the Residential Code of New -
York State. Use Prescriptive Design criteria conforming to Sec. R301.2.1 2 American
Forest and Paper Association Wood Frame Construction Manual for One -and Two -Family )U)
II�� Dwellings (WFCM). Q,
r{00 I� A ISI I I�(j '�(�/� I`I E. Climactic and geographic design criteria per Sec. R 301.2 include: Wind speed of 120 mph;
SGALF_ 1 %4 i1 = I -011 Weathering Probability Severe: Termite Infestation Probability Moderate to Heavy; Decay (�
Probability Slight to Moderate: Earthquake Zone B. Construction assemblies shall 'comply
with additional criteria established by the Town of Southold in compliance with Table R
CONCRETE AND FOUNDATION WORK. 301 2(1)
F Presumed sail bearing capacity is 2,000 pounds per square foot, contractor to verify.
- Concrete construction, placement and methods shall conform to The American Concrete G. Uplift Strop Connections: Use minimum -(3) 8D Common Nails or loci Box Nails In Each End
Institute standards and specifications. Condrete shall have a minimum 28 -day field cured of 1-1/4" X 20 gage ASTM A653 Grade 22' Steel Straps on Roof -to Wall, Wall -to -Wall
compressive strength of 3,000 psi. Admixtures containing chloride salts shall not be ''used. and Wall -to -Foundation connect,egs. At masonry block foundation, strop shall have a
- Materials: Portland Cement -ASTM C 150; Aggregates ASTMC 33; Water, potable, cyan,, _ minimum embedment of 15" and be lapped under the plate.
free of oils, acids, alkalp, and organic matter; Air Entraining Admixture, ASTM 0860; Weter- H. Exterior wall sheathing shall be continuous from the bottom plate to the upper top plate,
Reducing Admixture ASTM C494, Type A. with oil panel edges over framing
- Concrete shall be "Ready Mixed Concrete" and shall conform to ASTM C94. At time of I Rafters shall bear directly on load bearing walls and burring shall not be less than anchors. 1 M
Rafters shall bear directly on ridge beam or be suppor}ad by hangars or framing anchors
placement, concrete shall have a slump of 4" maximum (per ASTM C143). All concrete shall Provide full height blocking between rafter ends. n
be thoroughly consolidated during placement using a mechanical vibrator J. Refer to WFCM and apply prescribed limits before boring or notching of any structural
-Z
- Concrete when placed shall have a temperature between 50 degrees and 70 Degrees F lumber, m
Temperature of concrete during mixing or transport shall never be lower than 4d dnorees nor K. New glazed openings shall comply with See. R 301.2.1 2 For each new, glazed opening,
higher than 90 Degrees F During cold weather maintain concrete at a minimum �temp.int"re G C to provide wood structural panels, minimum 7/16" thick, maximum span of 8'-0", with O ^ I
of 50 Degrees F for 3 days and above 32 Degrees F for 14 days. During hot wyhther' fastener types spacing conforming to Tabic R301.2.1!2./2". l-1 lil
(ambient temp above 80 Degrees F) Contractor sholf take proper precautions as required to L, 411, insulation Including facings such as vapor barriers or breather papers installed within ' /
minimize temperature and shrinkage racking of concrete, ;n
floor -ceiling assemblies, wall asemblles, crawl spaceve s and attics shall hoa flame spread U
Design, fabrication, installation, andremoval of concrete formwork are responsibility of index not to exceed 25 with an accompanying smoke developed Index not to exceed 450 per
Contractor. Section R320 1.
- All new foundation work shall be doweled in to existingwith "L" bent #4 steel re -bar, M. All structural lumber shall be #2 ernde-Hem,-Fir Or species with equal or greater F and / r,
E, i.e., Douglas Fir -Larch, Southern Pine, or spruce -Pine -Fir. All headers, trimmers and
vertically spaced, 1'-0" o.c. - beams running parallel to, and under partitions must be doubled, Provide bridging at all
- Provide underpinning where old and new footings meet, New footings to new crawl spaces beams minimum B'0" a n �< 3 %
shall be stepped (maximum 1 foot vertically to 2 feet horizontally) or sloped no more than 30 N. General Contractor to confirm location and install hard -wired smoke detector(s) in compliance " ?
degrees. Tops of all new footings shall be level. with Sec. R317. n '— S -
- All exterior walls shall be supported on continuous solid or fully -grouted masonry or 0 Contractor to construct and/or maintain existing fire resistant floor, wall and telling J'1 ^ I� 0
concrete footings sufficient to accommodate all loads and transmit them to the ;ii Footings assemblies as required by State and Local codes, including but not limited to one (1) hour J ��
shall rest on undisturbed soil or engineered fill to comply with R 403,.1 ond,exten below the separations around garages, rooms containing fuel -burning equipment, and chimney flues.
frost line, minimum 42" below grade and comply with R405 Provide minimum two 8�4 re -bar
P. Electrical Underwriters Certificate and final survey must be submitted at completion of Job
3" clear from bottom of footing NOTE: NO WORK SHALL BE STARTED UNTIL BUILDING PERMIT IS ISSUED AND
- Anchor bolts case in concrete shall conform to ASTM A307 and be a minimum of }" in COMPENSATION INSURANCE IS IN EFFECT.
diameter, extend a minimum of 24" into the concrete, placed 4'0" a c. and wlthl,12" of 11 1 C\ O
corners and comply with R 403.1,6. NOTE: TO THE BEST OF MY KNOWLEDGE, THESE PLANS AS PREPARED AND SUBMITTED 1L1
- Foundation drainage shall comply with R 406 Damproofing shall begin at the top of the COMPLY WITR THE NEW YORK STATE RESIDENTIAL CODE AND NEW YORK STATE ENERGY
footing and end at finished grade with 3/8" Portland Cement pardingl and sprayed, rolled or CONSERVATION CONSTRUCTION CODE
troweled bituminous coating to comply with R406.1.
- Floor slabs shall be minimum 4" thick with wire -welded reinforcement. Provide min 6 mil
polyethylene vapor barrier below new floor slabs•ar crawl space slabs to comply with R406.5
- Slope soil away from foundation to comply with R 401.3, minimum fall of 6" within first .._.'
10'
- Reinforcement shall not be displaced or cut to provide clearance for pelletrations or
embedments.
I
NWM -,
noes sum
RIS BEAM
ShJQulll lel —9JP PAST r �A�ilTlaJs
30 C.B1w-4 FsEl..i'
� *Lftt pi.YiNDtgD 51- E5A r" l i x4
,art; M>r�fAC. Ai�IPr=-�sfrr
G rffzo s / D�t1� o
I4frIRSP4c
R 3n il.)Stl(11e11F1'Tc07J �I 0ll
— M�tYet-- K/kC�,�]'4E 'S`1Yd�PPll��t
NAILING SCHEDULE
" uCnTrdt.l FIIDFST A PAPFR IWFCM)
kir
CONNECTION
FASTENER
LOCATION
RAFTER TO TOP PLATE
3-8d COMMON
TOENAIL EACH RAFTER
n 31231
3-10D BOX
X 5'2`
CEILING JOIST TO TOP PLATE
3-80 COMMON
TOENAIL EACH JOIST
6'2"X5'2"
3-1QD BOX
>Sddbi8068*(Door
CECLIN4 JOIST TO PAk;4LLEL
4-160 COMMON
FACENAIL EACH LAP
RAFTER
COLLAR TIE'T77'RAFTER
g_gD COMMON
FACENATL (3) EACH
X 2,01,
3-101): OX
END
YLOCKING TO RAFTER
2-B0 COMMON
TOENAIL EACH END
2-101) BOX
RIM BOARD TO RAFTER
2-16D COMMON.ENDNAIL
EACH END
3-16D 9OX
TOP PLATE TO TOP PLATE,{,
2-161) COMMON
FACENAILMOOT
2-i6D BOX
STUD TO STUD
2-16D COMMON
FACENAIL e 24" O C.
2-160 Box
HEADER TO HEADER
160 COMMON
FAI%ENAIL O 16" O.C.
164 BOX
TOP OR BOTTOM PLATE TO STUD
2-16D COMMON
ENONAI
BOTTOM PLATE TO FLOOR-,
2-16D COMMON
FACENA#L PER FOOT
BAND-, END- JOIST OR BLOCKING
2-161) BOX
,.
JOIST TO SILL, TOP PLATE OR
4 -BD COMMON
TOENAIL
GIRDER
4•-iOD BI
WaD&INa/BLOCKING TO JOIST
2-BD,00MMON
TOENAI6.EACH
2_10D Box
OND/EACH BLOCK
BLOCKING TO SILL OR TOP PLATE
3-160 COMMON,
TOENAIL EACH BLOCK
4-16D BOX
LEDGER STRIP TO BEAM
3-140 COMMON
FACENAIL EACH JOIST
4-16D BOX
BAND JOIST TO JOIST
3-160 COMMON
ENDNAIL EACH JOIST
4-160 -BOX
BA D JOIST TO SILL OR TOP
2-16D COMMON
TOENAIL/FOOT
pLE
3-160 BOX
;fY? 0A I, - A I. 60N<RW 1 oN
--- — r M 10 [/ ?,'i Lel, Uh C� -
ZX Ips f In °-0, 4-
9-M I146ULAx19A
�r^AtNliuclw/'�'M1l��..
51DIN4 -MPP-1i MXItTlcq_
- ENING HEARER
46" 60" 2) 2 x to
W - 72" (2) 2 x 12'
72" - 94" 1 LZI 2 x 12 w/' " steel flitch it
94" 1 See an imeer
r~DUN(� T10r1 �ON�i UGTION
*„-ihtt3Oi�= l5t*
-6arl INiVL* A-6r-SILIm sofL 1'CFtTF
1�1ljl IZII (r Ge t _
cies r a I
-:...:��ri►. rel .�:
r.%
L/ efirr el;a
f s CC'r' �1�1�
,I V
Z ail C� T4 ALL' b'(
3/g a p�RiL137JD C�/�i.�i'�tf-. E'EiRGa I tact
y Rirl�r_4i. PJ—:: (SOAMW41
Zit (2L&_jt6 tNULAT'iz�IT�rz+�Mlt)
31' fi�7�1zS. 0Q2., SiA3
1.4 x j. L1
V eoz
UNPI�i l)izi �!+---
- Sill Plate Ancho is to Masonry Foundatlo li Wall
_ WailWell steel
p -
Mehor Gelb and !-cattee, Pltm. ata 1144 � coSeries,lab
yIfeal Lateral Frandall Comnaatlans
CROSS SECTiON END VIHEW
F
Typlold: Wind llplitt Connactlons
CROSS SECTION END VIEW
Sti d NOtChI09 and,,Sorind L Its ----- -
6
Notch . d
depth a 1/4d
Hole edge
Alstende
Outer 1/3 of 'l
Span only Hole diameter '
2/Sd t'
R� diameter
Single Stud a 3/Sd1
t
Double Stud Ali
r.
Plate _
Hole edge
. distance > 5/3"
it
GENERAL RETQUXA MENTS
i
1 All werk, including materials, assemblies, equipment, forma, methods of gonstruotkm, std,
shall conform to the Residential Codaaf Now York State, the Now York %tilte' Energy
Conservation Censtmetiod Code, the Piro Cedo'of New Yank State and toall local laws,
including laws, codes and ordinances of the Town of Southold.
2. The contractor or his subcontractors shall obtain ail Whiling permits; 010i all required '
insurances; and pay 411 related:, fees with'Art mllgidipality howipig jurisdiction.
3 MI work in performed by thawwllca spri.by the Townr-011'Seuth ild and in accordance
with all applicable codes, rules and regulations.,
4 All electrical work must comply with, State anti local Aedes. Provide GFT outlets in all wet
areas and where indicated on plan.
5 The contractor, is to arrange for all ralt(Ilrsd :inspections and obtain approval for each
phase before proceeding to the nein phaseOfwork.
6 The contractor is to guarantee all mute Balt, appliances, equipment, installations, )
workmanship, etc. for a period of one year from data of the raw'(Portificate of Occupancy. .
All manuals, uperothig'instructions, manufacturers' warranties. air. are to lie,given to the,
owner All products and equipment to be installed in ngcer(Bcice With mamfacturer`s
instructions and recommendations. "
7 The following publications shall establish r}eerapoe ;etandords for gbWlity: ROokila dl'al Code
of New York State„ latest edition (2902). AMOCO " l t d Finial, Atsaoiallon..Mlaod.Franue
construothm Manu41.1WFCM).
W B Contractor to rotect owners and adjecont, reties and shall
p Prppe repair and ropldu at his
own expense any such proportion that hove been deranged or destroyed by him, his employees,
and/or his subcontractors during' construction or demolition.
9. Contractor to provide all necessary sharing, etc, where sol eilhlg selool'ntrdl a pbt»nts'of,
the existing building are, to.be removed as required iv maintain 00;st4ldBly of't1Yo'building
and/or any adjacent dtructuras, the safety of a"'warkere, the owner and the goneral public.
10. The Contractor to verify all existing condifirms. Any disereponatu shall be clarified with
the owner and architect prior to beginning the work.
11. All work shall be laid out from dimanshms'indicated. Do not scale the drawings,
12 All building components and systems exposed during the course of aonstruchan-or
demolition to be patched with the construction motiptals and techniques' comparable to throe
of the existing building, unless otherwise noted. This includes patching of all floor, wall and
roof construction assemblies, structural components add finish materials.
13. Contractor, to conrtmct an/ar maintain existing fire resistafA' floor, "I and coifing
assemblies as raquired,by New York State and Local codes, Including but limited to alle(i)
hour separations around garages, rooms containing fuel -burning equipment, and chimriay flues.
14 Contractor shall diapers of any hasardous'ma"al in a manner approved by the EPA and
all Federal, State and local agencies. d'
15. Upon completion of work Contractor shall clean the premises and restore property by
rokiny/ieveling soil and filling tiro marks with topsoll. _
16. 'Electrical Vnderwriter's Certificate and Final Survey must be submitted at the completion
of the job.
WiNDOW/DOOR SCHEDULE —&dMon 200 Series with
C T .v_T. r:laaa
l l l ..... �., .�..,.....
— — -
R'9UGH OPENING
net.
SUI Plate "
nl Sump
Steel Strep lapped under Tia We
n 31231
(see 3.12.3)
yIfeal Lateral Frandall Comnaatlans
CROSS SECTiON END VIHEW
F
Typlold: Wind llplitt Connactlons
CROSS SECTION END VIEW
Sti d NOtChI09 and,,Sorind L Its ----- -
6
Notch . d
depth a 1/4d
Hole edge
Alstende
Outer 1/3 of 'l
Span only Hole diameter '
2/Sd t'
R� diameter
Single Stud a 3/Sd1
t
Double Stud Ali
r.
Plate _
Hole edge
. distance > 5/3"
it
GENERAL RETQUXA MENTS
i
1 All werk, including materials, assemblies, equipment, forma, methods of gonstruotkm, std,
shall conform to the Residential Codaaf Now York State, the Now York %tilte' Energy
Conservation Censtmetiod Code, the Piro Cedo'of New Yank State and toall local laws,
including laws, codes and ordinances of the Town of Southold.
2. The contractor or his subcontractors shall obtain ail Whiling permits; 010i all required '
insurances; and pay 411 related:, fees with'Art mllgidipality howipig jurisdiction.
3 MI work in performed by thawwllca spri.by the Townr-011'Seuth ild and in accordance
with all applicable codes, rules and regulations.,
4 All electrical work must comply with, State anti local Aedes. Provide GFT outlets in all wet
areas and where indicated on plan.
5 The contractor, is to arrange for all ralt(Ilrsd :inspections and obtain approval for each
phase before proceeding to the nein phaseOfwork.
6 The contractor is to guarantee all mute Balt, appliances, equipment, installations, )
workmanship, etc. for a period of one year from data of the raw'(Portificate of Occupancy. .
All manuals, uperothig'instructions, manufacturers' warranties. air. are to lie,given to the,
owner All products and equipment to be installed in ngcer(Bcice With mamfacturer`s
instructions and recommendations. "
7 The following publications shall establish r}eerapoe ;etandords for gbWlity: ROokila dl'al Code
of New York State„ latest edition (2902). AMOCO " l t d Finial, Atsaoiallon..Mlaod.Franue
construothm Manu41.1WFCM).
W B Contractor to rotect owners and adjecont, reties and shall
p Prppe repair and ropldu at his
own expense any such proportion that hove been deranged or destroyed by him, his employees,
and/or his subcontractors during' construction or demolition.
9. Contractor to provide all necessary sharing, etc, where sol eilhlg selool'ntrdl a pbt»nts'of,
the existing building are, to.be removed as required iv maintain 00;st4ldBly of't1Yo'building
and/or any adjacent dtructuras, the safety of a"'warkere, the owner and the goneral public.
10. The Contractor to verify all existing condifirms. Any disereponatu shall be clarified with
the owner and architect prior to beginning the work.
11. All work shall be laid out from dimanshms'indicated. Do not scale the drawings,
12 All building components and systems exposed during the course of aonstruchan-or
demolition to be patched with the construction motiptals and techniques' comparable to throe
of the existing building, unless otherwise noted. This includes patching of all floor, wall and
roof construction assemblies, structural components add finish materials.
13. Contractor, to conrtmct an/ar maintain existing fire resistafA' floor, "I and coifing
assemblies as raquired,by New York State and Local codes, Including but limited to alle(i)
hour separations around garages, rooms containing fuel -burning equipment, and chimriay flues.
14 Contractor shall diapers of any hasardous'ma"al in a manner approved by the EPA and
all Federal, State and local agencies. d'
15. Upon completion of work Contractor shall clean the premises and restore property by
rokiny/ieveling soil and filling tiro marks with topsoll. _
16. 'Electrical Vnderwriter's Certificate and Final Survey must be submitted at the completion
of the job.
WiNDOW/DOOR SCHEDULE —&dMon 200 Series with
C T .v_T. r:laaa
l l l ..... �., .�..,.....
— — -
R'9UGH OPENING
PLYWOOD jH_V R SIZE
[ATALR¢ NUMBER Andelabn 2Btl
74GW4050*
4'0'
x 5'0''
47'
X 5'2`
24GW6050*
6'0",X5'0"
6'2"X5'2"
A.
>Sddbi8068*(Door
6'0"X6'8"
1 6'2"XTO"
CIR 20
,2,-07
X 2,01,
212s
X 2.2.,
Egress
Anderson 200 Series: While Exterior, Prefirlished interior, Provide Screens for al
windows and Perma C1ea/i'O71id1li#,.&reens for Door
Performance Design Pressure itaindowil-OP Z0, Doors DP 30
High Performance Sun Law -E' Glass it i/alue = 0.30, Solar Fight Gain Coef. - 0,31
G C VERIFY WITH OWN 9W AnOrson 200 windows/doors with preflnished into .!.';''
white exterior
'Interior Hardware Color: Saadtone
Note: NO GRH.LES. CONFU M THAT,0 M CR DOES NOT WANT GRIL:,
Windows must be deliveredwith manufacturer's label.
WIND BORNE DEBRd',5 ,gHUTTER$porsuard to sea. 8301.2.1.2 "woad
vn.11!u I peach with aadnimum thickness of 7/16" and a mtsvimunt span of 8 feet shall bepermlited
J'or openings protection in on"nd two-story buildings. Panels shall 'be preeat to cover the glazed =
openings with dnachmeat hardware provided Attachments shall be provided in accordance with table
R31IL2.1.2..."
WINPaowmu nna whi=m LR
FA=
s"rea loan t,perlBell
sleet sebet
weal
<ienel non
3ornt
3"
Wood aanws
16" 12"
9"
212
woodwtewr
16, 16"
12"
For rel: I ball a WA ruin, I 'nee ",ue.a ®. 1 Pwru " a.+s, ee.
I runs, po"wee - L6010A.
s.Thirnblobbmdn 11aru1A WWWorse 04933-fntnnanmrfhelshe
b. FedPlea due be treated OoNednr mdeores wad nuorunlltaad.
e. Ndb dull be Had owrudao or old less eWr.
d. w1wes eeeres sea Pwahed in ouoPruy or vlramylinse o, toy shall be
reached adbebi saudao.ndrtentnobon umbo nruildn demes
"slat wdcwwrya,wopowel