HomeMy WebLinkAbout29781-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N-Y.
CERTIFICATE OF OCCUPANCY
No: Z-30326 Date: 08/04/04
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 850 WILLOW DR EAST MARION
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 22 Block 5 Lot 14
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated OCTOBER 1, 2003 pursuant to which
Building Permit No. 29781-Z dated OCTOBER 3, 2003
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 COVERED FRONT PORCH, REAR DECK AND ATTACHED
TWO CAT GARAGE AS APPLIED FOR.
The certificate is issued to ZOUMAS CONTRACTING CORP
(OWNER)
of the aforesaid building-
SUFFOLK COUNTS[ DEPARTMENT OF HEALTH APPROVAL R10-03-0093 08/02/04
ELECTRICAL CERTIFICATE NO. 8C799 07/02/04
PLUMBERS CERTIFICATION DATED 07/08/04 HI-TECH PLUMBING
hor'zed Signature
Rev. 1/81
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. 29781 Z Date OCTOBER 3 , 2003
Permission is hereby granted to:
Z. A13OUZZI (ZOUMAS)
850 WILLOW DR.
E MARION,NY
for
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO
CAR GARAGE, COVERED FRONT PORCH AND REAR ENTRY AS APPLIED FOR
at premises located at 850 WILLOW DR EAST MARION
County Tax Map No. 473889 Section 022 Block 0005 Lot No. 014
pursuant to application dated OCTOBER 1, 2003 and approved by the
Building Inspector to expire on APRIL 3 , 2005 .
Fee $ 1, 326 . 90
Authorized Signature
ORIGINAL
Rev. 5/8/02
' N6
Form No.6
TOWN OFSOUTHOLD {G� 8
BUILDING DEPARTMENT qqqq
TONNN HAIL �d g- kz
22004 " 765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
rIi s is
'11t ton nrtst-b� f1 in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final sun ey of property with accurate location of all buildings. property lines, streets, and unusual natural or
topographic features.
2. Final Approvat from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Undenvriters.
4. Swom statement from plumber certifying that the solder used in system contains less than 2 10 of 1°% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
L Accurata sun-ey 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$25.00, Additions to dwelling$25.00. Alterations to dwelling$25.00,
Swimming pool $25.00, Accessorl 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 ofOccupancy-Residential $15.00, Commercial $15.00
Date. ivy
New Construction: Old or Pre-existing Buitdina: (check one)
Location of Property: S CAJi t-l.cry LA' y nQi ✓C
House No. Street Hamlet
Owner or Owners of Property: -2c u m/3 C"T2Lt cT,.� 6�_
Suffolk Count),Tax Map No 1000. Section Block s Lot /
Subdivision A V l iQ i N t A4 e�C4&d- M igViain_) Filed Map. -7 6 e'O Lot:
CJ
Permit No. M 741 Date of Permit. applicant:
Health Dept. Approval: Underwriters approval:
Planning Board_-kppro%al:
Request for: Temporran^Certificate Final Certificate: (check one
Fee Submitted: $ ot-S •O0
KP-
�3D_ a)
(0 applicant St, e
j
�
o�gUFFO(�Carlo
e
y Z
Town Hall,53095 Main Road O yC Fax(631) 765-9302
P.O. Box 1179 *5 -1 � Telephone (631) -65-1802
Southold,New Fork 119-1-0959 a
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: ( Mo
Building Permit No. $�/
Owner: Z p v+r, NTrL4cnf 4- ( a 6Z0
(please print)
Plumber: 1 - I vM pl n G,
(please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
1 �
(Plumbers Signature)
Sworn to before me this
day of 20t),(
Notary Public, County
S 6 EPWZAI G.REW.U?ZE,JR
h0Ih,Y PtBL'C,Mn,o�Naga Yc?:
GP-nF23196
6a,ffiied io Sup oIV CC j.
CeBmi�onEl�'sr,�.8�1y's1, 7�1
iyN 94
4,
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-:w Er- 11 40051171-U- NAMM EN
Electrical Inspection Certificate
Issue Date Electrical Inspection Service, Inc. Application
7/2104 375 Dunton Avenue 87799C
East Patchogue, New York 11772
(631)286-6642
Issued To: Zournas Const. Corporation
Street: Lot#14 Willow Drive
Village: East Marion Zip: 11939 Town: Southold
Section: 22 Block: 5 Lot: 14
Contractor: D. L. T. Electric (L) Lic. # 4966-E
Was examined and found to be in compliance with the National Electrical Code.
El Commercial Ll NV Defects L Pool A 1st Floor Ej Indoor X Basement Ej Hot Tub
7X, Residential -E Det. Garage X1 Attic FX] 2nd Floor E Outdoor El Addition L_] Survey
Switches Receptacles Fixtures GFI Heaters AIC Fans
32 54 42 6 4
Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves
1 1 20 1 30 1 40 1
Furnace Oil Gas Circulators Smoke Detector Bell Transformer
I x 3 6
Meter Amps Phase UG/OH Jacuzzi Television CO Detector
1 200 1
Bldg. Permit: 29781
Other Equipment
garage door receptacles
1 vac outlet
Hugo S. Surdi
President
Rough Inspection: 05/13/2004
Inspector: John McMahon III
Final Inspection: 07101/2004
Inspector: John McMahon III
This certificate must not be altered in any manner. Inspectors may be identified by their credentials.
A- Z-F
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T,WN
WIN. 11.W.",
•-RIP"VOW- _ R
Permit Number
MECcheck Compliance Report CheckedBy/Date
New York State Energy Conservation Construction Code
MECcheck Software Version 3.3 Release lc
Data filename:A:\zoumas\energycodes\widgeon.cck
COUNTY: Suffolk
STATE:New York
HDD: 5750
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE: 09/30/03
DATE OF PLANS: 9-30-03
PROJECT INFORMATION:
Widgeon
COMPLIANCE: Passes
Maximum UA=421
Your Home=417
1.00/10 Better Than Code
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1: Flat Ceiling or Scissor Truss 1165 30.0 0.0 41
Ceiling 2: Cathedral Ceiling(no attic) loo 19-0 0.0 5
Wall l: Wood Frame, 16" o.c- 2515 13.0 0.0 169
Window 1: Wood Frame,Double Pane with Low-E 350 0.350 122
Door 1: Solid 42 0.400 17
Door 2:Glass 60 0.350 21
Floor 1:All-Wood Joist/Truss, Over Unconditioned Space 1265 30-0 0.0 42
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 Date - - '—
r
MECcheck Inspection Checklist
New York State Energy Conservation Construction Code
b1ECcheck Software Version 3.3 Release lc
DATE 09/30,'03
Bldg.
Dept. I
Use
Ceilings:
[ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
[ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-19.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation
Comments:
I
Windows:
[ ] 1. Window 1: Wood Frame, Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes_Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
f
Doors:
[ ] 1. Door l: Solid, U-factor: 0.400
Comments:
[ ] 2. Door 2: Glass,U-factor: 0.350
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
I
Floors:
[ ] 1. Floor 1:All-Wood Joist/Truss, Over Unconditioned Space,R-30.0 cavity insulation
Comments:
f
Air Leakage:
[ ] I Joints,penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] I Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly
with a 0.5" clearance from combustible materials. If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
I
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors.
Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturers installation instructions
[ ] Materials and equipment must be identified so that compliance can be determined
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be prodded
[ ] I Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications.
Duct Insulation:
[ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8-
Return
-8_Return ducts in unconditioned attics or outside the building must be insulated to R-4.
[ ] Supply ducts in unconditioned spaces must be insulated to R-8.
[ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2-
Insulation is not required on return ducts in basements.
Duct Construction:
[ ] I All joints, seams,and connections must be securely fastened with welds,gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception:Continuously welded and lockin. type longitudinal joints and seams on ducts
operating at less than 2 in_w.g.(500 Pa).
[ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] Cooling ducts with exterior insulation must be covered with a vapor retarder_
[ 1 I Air filters are required in the return air system.
[ ] I The HVAC system must provide a means for balancing air and water systems.
1
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone_
f
Electric Systems:
[ ] Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] Fireplaces must be provided with a source of combustion air,as requited by the Fireplace construction
provisions of the Building Code ofNew fork State,the Residential Code ofNew York State or
the New York City Building Code,as applicable.
I
Service Water Heating:
[ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hat Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources- Pool pumps require a time clock.
I
Heating and Cooling Piping Insulation:
[ ] j HVAC piping conveying fluids above 105 °F or chilled fluids below 55°F must be insulated to the
levels in Table 2.
Table 1: Alinimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulatina Runouts Circulatin.9Mains and Runouts
Temperature(Fl Up to 1" Up to 1.25' 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2- Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. insulation Thickness in Inches by Pipe Sizes
Piping System Types Ran= F 2"Runouts P and Less 1.25'to 2" 2.5"to 4"
Hearing Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed coater) Any 1.0 1.0 15 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0-5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD(Building Department Use Only)
_y
JULY 27,2004
TO WHOM IT MAY CONCERN:
I JAMES DUGGAN AM GOING TO LANDSCAPE 850 WILLOW DR_ IN
EAST MARION BUILDING PERMIT#29781.
2A, CE Y, //
MES DUGII�7�V
MARY E.ZOUMAS
Notary Public-State of NewYork
No.01Z06045952
Qualified in Suffolk County
My Commission Expires Aug.07,2006
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET VILLAGE DIST. SUB.
LOT I e4•
ZfOCI A L0 CA e-Z-Z-.1' 4,V)0 ' �O\A' Vjt'-- mi
F
RMER OWNER N E ACR,
S W NTYPE OF BUILDING
s4zz n 0,4 r pel p&'
RES. SEAS. VL. FARM comm. CB. MICS, Mkt. Value
LAND IMP. TOTAL DATE REMARKS
?
C-i :) -"4, 7�c') --�/� I/ 13 A7 L 9920 363- r
6", 16112 Hi,( I 4-� C her2C�
2to 4.1 ?,i;e L
7, f
AJI
qlr oo L 1,2 0 31 (4V r //S fD fibeae, eOP710 &70 60
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD
Meadowland DEPTH
House Plot C-) BULKHEAD
Total
B UIL--D-I1�T� 'L�-��� I - V I� VIIIS GK41ST-
Applicant/ 7 Dale
Owners Name:G r ���sue `' -�. _ Reviewed: —1—bhl�--
Architect/ Date
Engineer: Submit(ed: /a/,, /3
SCTIvI ti:
District _1000 Section: . Block. Lot:
Projectr Subdivision
L.ocalioic �9 e-r.,,zNante:
Single S separate Required
certification: (Yes/No)
���'� Req. ��//
7nniue Uislnu: '�'� tlol size' I JUL wverage I'ni��rsc�-I•,YU//� I
Req. ��yy�� IReq. �,y/ Req. ,._-_
[I`ronl Ya,Aj- ---Proposed: -(Side Yard s Proposed!"' I [Rear Yard �/� Projwsed- [
Project Description: Ii 6 AV -i-e.yAz Ca).c
AGENCUERMITS Permit .
REQUIRED FOR REVIEW N.A.. NO YES Number
l moo- 3�f3
Suffolk County Health Dept.
New York State D. E. C_
Town Trustees
Town Zoning Board approval:
Town Planning Board approval:
Flood Plane Elevation
Flood Zone:
J
Notes:
4
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLMIATTC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load:45 Wind Speed: 120NIPH . Seismic Design Category: B€`
Weathering: Severe Frost Depth: 36" ,- Termite: AI-H Decay: S-DI
Design Temp: 11 Ice Shield Underlay: ITS_� Flood Hazards: �j' I
USE/OCCUPANCY CLASSIFICATION: rf
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION: Vo ,
DESIGN CRITERLA: ENGINEE. PRESCRIPT E
FULL FRAiING DESIGN ELEMENTS: Y
HEADERS: YIN WALL STUDS: YIN GIRDERS: Y/N
CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RAFTERS: Y/N
LUMBER SPECIES AND GRADE: YIN
DESIGN LOAD CALCULATIONS: Y.N
LIFE: YIN DEAD: YIN SNOW: Y;N SEISl1IIC: Y"/N WIND; Y/N---�
WINDOW AND DOOR SCHEDULE:
AIISSLE TEST REQUIREMENTS: YIN
EGRESS 5.7 S.F.: YIN
LIGHT V0: Y/N
VENT 4°0: Y/N �
NAILING'CONSTRUCTION SCHEDULE: Y;N
P
MEANS OF EGRESS: Y,N
PLLE\IBING P.ISER DL,IGR,A,Nf: Y''N .,
LOCATION OF FIRE PROTECTION EQUIPMENT: Y.N
TRUSS DESIGN: YIN
CERTIFIC_aTION: YN
ENERGY CALCS: Y;N
TOTAL COMPLIENCE7 Y/N (RETURN TO PAGE ONE)
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Date: 07/17/03 Receipt#: 3005
Transaction(s): Subtotal
1 Septic Permit- Construct- Resid. $10.00
Check#: 3005 Total Paid: $10.00
Name: Zoumas, Contracting Corp
P O Box 361
Wading River, NY 11792
Clerk ID: BONNIED Internal 1D:79442
7(?l
M-1802
BUILDING DEPT.
SECTION
[ FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
.
REMARKS:
c` !
DATE INSPECTO i L✓l
b
765-1802
BUILDING DEPT.
PECTION
[ IF NDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ]
FIRE P CE & HIMNEY
REMARK
DATEC� INSPE �/
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE C MNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
t
DATE INSPECT
f
7
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDA N IST [ ROUGH PLBG.
[ d] FO DATION 2ND [ ] INSULATION
[
FIREPL
ING [ ] FINAL
ACEA CHIMNEY [ ] FIRE SAFETY INSPECTION
REMAR
DATE ,,�/— INSPEC 5 '
7 ev
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] RO GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
i
REMARKS:
DATE f � INSPECTOR
f
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
e, L
DATE � � � ^ INSPECTOR - � r
a
FIELD.INSPECTIONMORT DA=
FOUNDATION
FOUNDATION(PND)
oo z
0
o .
PA
ROUGH FR X[ING
PLUND31NG
INS'UL 4,MON PER N.Y- y
STATE ENERGY CODE
5 .
ce i J
FmTAt
ADDITIONAL COAEUENTS
t" O
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TOWN OFSO-MIOLDBUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the follolving,before applying?
TO WN'H ALL Board of Health
SOUTHOLD, NY 11971 3 sets of Building Plans
TEL: 765-1802 Survey
PERMIT NO. 7+I . . Check
- Septic Form
N.Y.S.D.E.C.
Trustees
Examined Contact:
ZoWWAS CONTRACTING CORP
-approved_ o20_0 f�2i. . - - Mail to: -
ox.361
Disapproved a/c / w
Gf F Phone: 19 � C 7 —
Building Inspector:
-0c+ APPLICATION FOR BUILD
ING PERMIT
Y Date3o/
20
--
J INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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.
ermit.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 a Certificate of Occupancy
is issued by the Building Inspector.
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
geguladmi--, for the construction of buildings, additions, or alterations or t;o_r removal or demolitic^as herein,ciescribu . 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.
Carp .
(Signature of applicant or name,if a corporation)
(flailing address of applicant)
State whether applicant is owner, lessee, agent, archifftect, engineer, general contractor, electrician, plumber or builder
�,1 Fr( ��4 lad-o/
Name of owner of premises Z e u l"1 ti! Con 1(-4 ctgy 60 ff"
(as on the tax roll or latest deed)
If applicanlis a corporation, signature of duly authorized officer
jeh(1 _Z(),inys V, p.
(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 p}?roposed work will be done: r J AAnn
W ,t« Lj
House Number Street Hamlet
CountyTax Map No. 1000 Section °1� Block Lot
Subdivision PC-nI a� C4r} ✓yIcro/l Filed Map No. 761ro Lot
(Name)
State existinguse and occupancy of premises and intended use and occupancy of proposed constxuctioTi: .
a. Existing use and occupancy
b. Intended use and occupancy I ca"" Owe 111n2
Nature of work(check which applicable): New Building_ �� Addition Alteration
Repair Removal DemolitionOther Work
(Description)
Estimated Cost { lj' OdO .o 0 Fee
(to be p4id on filing this application)
If dwelling,number of dwelling units Number of dwelling units on each floor.
If garage, number of cars
i. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height. Number of Stories
i. Dimensions of entire new construction: Front Rear
Height 2 Number of Stories 11 Z
d. Size of lot: Front �S'U6 Rear . %6j Depth : ; ..��5'G � •. :
10. Date of Purchase Name of Fortner Owner /1'I Jer,14 k4rojo0S
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation:
13. Will lot be re-graded Will excess fill be removed from premises: YES : .NO
.
ter.. - [c� 6`7/4'r
z. :.ru es of.�'v�Zel ur pI ,it.Seg.. F.v �o�ITSG1"i A dress y 'Q.'�ax �b Atone No -��-/��1 ' ���U
Name of Architect kctbs Address �-d ale;: " P41 Phone No 2
Name of Contractor 4013a2-1r, (qP Address O* 3� I.0( Phone No. qoVf '3 /0 –
15- Is this property within 100 feet of a tidal wetland? *YES NO—0
• IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE QRE UIRED
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:
COUNTY OF )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the ( O N 7n,9
(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 before me this
day of n - 20 C),--
Notary
l)
Notary Public Signatureo
STO 34N G. REMUZZI JR.
FC31.10.Sw of New yxk
i&Ac2515o5
ca
CsliFvdinSuFoikCclady ._. . .. -- - - .
APPROVED
HANDRAILS
36"HIGH PPT RAILING WITH
2X2 NEWELS 5.5 O.C.AND
4X4 POST
30-HIGH PPT RAILING WITH
2X2 NEWELS 5.6"O.C.AND
4X4 POST 72'MAX O.C. APPROVED
DECK BOLTED THRU DECK FJ.-AS FLASHING/COUNTER
REQUIRED BY GRADE FLASHING
4 5/4X6 `� ZINC.JOIST
d. HANGER 8 NAILS
GIRDER WITH(2)12"GAL V. -�
24'•0" BOLTSAVUTS WASHERS TO
4X4 PPT POST WITH
SIMPSON PA4 CAP AND BASE HURRICANE CLIPS FROM F.J.
ON TING DIA.P.C. TO GIRDEREVERY 16"O.C.
FOOTINGS TO UNEXCAVATED
SOIL
e u BOLT 2XB PPT LEDGER TO
HOUS
DECK PLAN WASHERS 16'0.C.STAGGERED REX3"
GALV.LAO BOLTS AND
WASHERS 16"O.C,STAGGERED
iB D NAILS 18'O.C.
DECK AREA: 336 SQFT. SECTION
110 T3 27.t-O3' [E--T
ILLODRIVE
2-2X70 PP AS AlA R10 N
GIRDERS WITH(2J 12"GALV.
BOLTSA4UTS WASHERS TO _ — --
4X4 PPT POSTWITH
SIMPSON PA4 CAP AND BASE B.P.# 29781
ON 72"MIN GIA.P.C.
FOOTINGS TO UNEXCAVATEDPT FJ 16"O.C.SOIL. b�
BOLT 2X8 PPT LEDGER TO
j
HOUSE STRUCTURE WITH
12X3"GALV.LAG BOLTS
AND WASHERS 16"O.0
STAGGERED 16 D NAILS 16" �• '
O.0 ! 5
FOUNDATION PLANa
-
�—✓�
LOT AREA = 40,641 SQ. Fr. P�EWCp.r� ±±v�nn rc n+c- eve
F FL _ e i s6.'+Ai1siSJ � YBi's�36b�1`2'e+'mg.rUyh'�:J'{7'�34ucm,�i�+�`J�
5775
GAR ELEV 55-5
�7
in re4A of:hdu,'eFi'I' f�r�J-v,J Efs3 ,*.[' °°i. -C' 6 2
ees�vals in frrNxf, �O�L� `
laeufion trot wwlm
PEsR AL', n/f P?r cwt aha
Lar WAR" is
iNF-^, EXPIRES S at �
mP.$ O1,11 OATa CF,S.rPF
Rt,�°!
N 2W40WE 165,01.
-
(513) fd a
fd mon
WDP ram
Z
� C
K
59-8` r
Ci 55' W
PROP- P
,.
p Prop drive _9oro4e} OWFiItNGa -. .
(55`5)
fd Z}6 (54.7)
a mon
a r
ro o R=25.00
m '1 L=39.27• 9nj�i
-z - - fd R = 530.00'
cm mon, C Do
o m 3 (52.4)
I
fret
s � a ��' a>r�D � .
a LDr N11U1i 78 -
mm"tmY aY�ro u� fnmt of haU90
r�Tl �•.'`:
r m' Dd ELLWe11 in rear of how p. -
well in rear of house
KOM- LOCATION OF ADJOiNERS WELLS s __
ARID SANITARY SYSTEMS 9Y OTHERS dC"�f .a an-I; 7- �v
AND ARE NOT GUARANTEED.
�(aa umam i s7{amr HEAEDN nwN' SfRD�m n$
. PNOPrxnr LUES AM Eft A S EWC SM-M pm ME AND'ate ANE mar JOB Nm 03-277 FILE No.HIGHPOINT
"mmm m CLME nE Eiarnmt or Fede . waama roil.pmts.PAn0..
- PL4K N AREAR�ADOHwH m„MONns ae ANY ar,M=50� SURVEYED FOR
wanwFmv AI.iEFmaY as AMM-m nes SM&EY s A VKXK ON IF SEMaN LOT NUMBER 14
79x6 OF THE Wff VOW SPRE TWtn@r-tAii
- MAP OF HiGHPQ1NT AT EAST MAR40N SEC 1
. IMOSTEEs ROWED Hmi+7N ssu mm ONLY TO ME PMEM FOR MEHA THE SITUATED AT EAST MARION
SURCY 6 PREVAD.AND ON HE SMILF m n$Wl rMWW, NVJ.
Aceto AND 1.mmom lmmrmm LWO Ifumx no m RE ASSMERS W'nw
Lamm taunmom CUMWMESME NOT TMMWBU40LE m ADWWRK nLS"UM S TOWN OF SOUTHOLD. SUFFOLK COUNTY. N-Y-
CM-W OF 74S,URYU i,Mr 0918010 THE AM a INCED SEAL O SCALE I" = 50• DATE 6-24-2003
aeogsm mL sKAm"¢r� ERM TO aE A%ate FILED MAP No_ 7680 DATE 1-11-1984 ;
CERTIFIED ONLY TO: TAX MAP No.(REF ONLY)1000-22-5-14 -D)SK 2
ZOUMAS CONTRACT4NG ! 9I�
SUNRISE ABSTRACT _, ..; " '- 4 HAROLD F. T RA{NCHON JR_ P.C.
LAND SURVEYOR
a - '7 V, 3 i'i±8 Gov-:lis P.O. BOX 616 SF
F„ 1 66 WADING RNER-MANOR RD. WADING RWER, s
NEW YORK, 11792
N:Y. LIC. No' 04S = 631-929-4695
14AROLD F_ TRANCHON JR- PENN_ LIC_ Nc.-2 , ->`
F=
c;
r
.-LOT AREA 40.641 SQ. Fr. P. nr
20A ' I
L1t
LOT NUMBER 15
N 2940'00"E 165.01'
fd fd
mon mon Ln
E �
I
z Ria vaI
rn o_ ro
-i
Q 00ZS
i
-------------------
m g
a
atk
Mon 2j S 59,
t
x R=25.
° L=39.27' fd R = 530.00' �p DEVE
MoR AR
a
CED
�—
�
�ju1LD1piG-
e p.Nu S
E
L
F
d
i
NOTE: LOCATION OF ADJOINERS WELLS 1-6-2004 FOUNDATION LOCATION .
AND SANITARY SYSTEMS BY OTHERS
AND ARE NOT GUARANTEED. 10-1-2003 REVISED PROP DWELL
- THE OFFEFFS (OR ool@WO SIMM [KBEs+ FROM THE SM=LM m THE - - -
»ENES ARE FOR A SM=PUM'USE AND USE AND TNEnE tHE ARE� JOB No. 03-277, FILE No.HIGHPOINT
WROMM as QWDE TSE ERMON O� RETARM rvu Si PCOM.vim. JOB .
RANINI AIAA%ADMT=To MALM s OR AMI MM C990MMIM SURVEYED FOR
IfiAURi MM ALiEMM OR AOORON m IRS SUREY s A%WLCM OF SWUM LOT NUMBER 14
72M OF TFE NW YORK STATE MMM FAY.
024WWTM M9=7m HERON Skw RUN QFXY To THE PERSON+M WHOM THE MAP OF HIGHPOINT AT-EAST MARION SEC 1
StWEr IS PRUMM, ANDAN H&OBAY m TRE-TRF COWWr.MVERNIUM SITUATED AT EAST MARION- .
x - ASOW Rlo-LEdRW MnTUr=UMM HERON,AND TO THE A65M3 ffi THE
LBO90 09==N. MWOTEES ARE NOT TRK19M AME TI AMnWM IYsanmoNS TO
OR'st cmxois. VdN OF SOUIHOLD, SUFFOLK COUNTY. N.Y.
-
bOP�Es-.oP TRS SuRwy ws Nor BUR=rm ruff SUR&wn WAD SSL OR SCALE 1' 50' � DATE 6-24-2DO3
EIIBOS�-:SOL RSHNi N BE mrrnOERM To BE A OLE TRUE 00" - FILED MAP No. 7660 - DATE 1-1.1-1984
CERTIFIED ONLY TO.. TAX -MAP No. (REF ONLY) 1000-22-5-14 DISK 2003
zoUmAS CONTRACTING
SUNRISE ABSTRACT 4AROLD F. TRANCHON JR. P.C.
-LAND SURVEYOR
P-0. BOX 616
-1 / 1866 WADING RWER-MANOR RD. WADING RIVER,
NEIN YORK, 11792 .
N-Y. LIC:Nb. 048992 631-929-4695
HAROLD F. TRANCHON JR. PENN. LIC_ No. 2115-E
LOT AREA = 40,641 SQ. FT. l
LOT NUMBER-: .-15 .;;
F
N 28'40'00"E 165:01' .,,
fd fd
mon - mon-
ON•(fT ._._.._. _ a_ .�_ t
m
If m well _ r0
N �
O 109 G
0 0
c 91' Tn
tl
e a
e� Iy 0 �
'; � 559' Q �(�JC•
co
UT
f Ob 55' set
9 I
stk
ut
I N \
9
fd 2�8 59
mon
R=25.00'
L=39.27' fd R = 530.00' DRI
mon CEDE
i
I
i
i
i
VE
i
The exNfen-ce
C{7 C pfft of"ddZ.j'E 6^,?� 0:
i Of P2COi.�.e, 7f 4r i t !Io+ S„C,f':d ZI 1C %`]''
{ NOTE: CESSPOOL, SEPTIC TANK & WELL - -
LOCATIONS BY OTHERS.
i -
7-1-2004 FINAL SURVEY --- --
1-6-2004 FOUNDATION LOCATION
10-1-2003 REVISED PROP DWELL
THE OFFSER (OR DOAENSIMA stOWN HEREON FROM THE SMIM]RES ro THE -- -.
' PROPEAIY ONES ARE FOR A SPEOM FURPOSE AND USE AND THQdeTOFiE ARE NOT JOB No. 03-277 FILE No.HIGHPOINT
INTENDED TO GUIDE THE ERECTON OF FENCER, RETURIM W"� POOLS. PATKLS,
I PIANTNG AREAS AMYMN TO BiJUINTS OR ANY OTHER CDNS'IRUCTDN- SURVEYED FOR
UNAUIHORM ALTERAMON OR ADOTION TO THIS SURVEY IS A NOWKIN OF SEDDON LOT NUMBER 14
72M W THE NEJM YORK STATE EDI==TION LAW.
MAP OF HICHPOINT AT EAST MARION SEC 1
GUARANiIs INDICATED AND
N SHS B RUN TO ro THE F OMPA FOR WHON THE
surc+et s WJFPARm.ANG oN HIS BETIN.F DD THE TRLE CONPANY, GajEfOIEEREIL SITUATED AT EAST MARION
ADD=AND LENDING INSRNTON LSED HEREON, MID TO THE AmONEFS OF THE
LENDB INSTIT nM GUARANTEES ARE NOT TRANSFERAELE M AMMON& nvsmvnalLs TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y.
OR SUBSEQUENT OWNETS
COMM oT NNIS &H UEY MAP NOT SARODG THE LAND SURVEYORS INKED SAL OR SCALE 1" = 50' DATE 6-24-2003
' EMBOSSED SEAL SNAIL NOT S CONSIDERED TO DE A V" TRUE COPY.
FILED MAP No. 7680 DATE 1-11-1984
CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-22-5-14 DISK 2003
ZOUMAS CONTRACTING
SUNRISE ABSTRACT HAROLD F. TRANCHON JR. P.C.
LAND SURVEYOR
P.O. BOX 616
1 1866 WADING RNEW YORK. 1IVER—MANOR WADING RIVER,
HAROLD F. TRANCHON JR. PENN. LIC. No.211159 631-923-4695
E
l
GFNERAL CONST-RUCTION
__. IU. Glared openings in xlud-Larne debris rcgluoe (&rens 22. U"I. Ground
d sno ntload
Nailing SchedulA for lateral and shear eonneclion requirements In Exposure B$C� ), All work■lull conform to the 2002 Raldenlld code of 10. No backfill shall be placed against tire foundation"ails within hurricane prone regions within one mile of lire s. Ground■new than
-e psi
Number of nail spacing ) NEW YORK STATE,Local Building,Zoning& Tile until Rnl floor U aming h in place or brace foundation coastal man high water line whre basic wind speed i■ b, Rgomel other the s!-ephrg; LL=40 ielr and
- Description Common nails
New York Stott Energy Comerv■Ibo Construction ll. Double joists undo parallel partitions and under I IO mile per hour or{nater or 120 mile per hour,shall UL-tope
outer Odrd of
I 110pnph) 120(mph) Code. ALL CODES shall see reede drawls and shall xhirlpoub. Double bwme owned all openings In flour mal l the requirements of the large missile laof ASTM c. Sleeping roone: LL-30 par and UL=I0pd
roar only
ROOF FRAMING d. Roof: LL-30 sf and Dlrli) ler
\ 4-Bat 4-Bat per reser he Incorporated Into drawings whether they■n and roof framing. E 1996 and of ASTM E 1886 referenced (herein. P i
Ratter to lop plata (tae-welled) per olsl e. Roof with cathedral ceiling LL-3Upsf and
Calling joist to lop plate (1110)) lied) 4-8d 4-8d P 1 Indicated on the plans or not. 12. Niels] flashing shall be provided were concrete abuts (8301.2.1.2)
� Ceiling joists to parallel rafter(lace-nailed) 7-180 8-180 each lap Decks
of
each lar 2. T'he reference standard that was milized In the dalgn of wood,and were decks abut home frandng. a• Exception: Wood structural panels will, ■ P
:z-
Ceiling joists laps over partitions (lace-wad) 7-16d 8.100 1 lbs structure b the Amerlan Forel & Paper Anoclallon 1J. joists hangers required al all flush structural load minlmuin Thickness of 7/16 Inch and a maximum L Decks & exterior balconies: LL-60par and
3"8d 4-8d Per lie UL-10 d
1/4 loll U _" I Collar lie to railer(lace-nail) 2 8d 2 Bd each end (AF&PA)woad from construction manml fur one-and bearing conditions. span o!8 feel shall be permitted for opening P
depth,ons. - `� Blocking to rafter (toe-nail) each end P aggregate P Guardrails ■ml bandrailL 10 psrnad
y 2-160 2-i8d two family dwellings 1995 high wind edition(800-890- 14. All habitable roone shall be provided with o re ale rolecllen. Panels shall h precut to aver the g•
1/3 Joist -- z"ml,,.l Ohl IIM�,1II Rim Board to rafter(end nailed) per roller h. Attic without storage: LL-10 land UL- IUpsf
dre ll,, 1111 1/3101.1 %I 'I Y�' Rollers to ridge, valley or hip (toe-nail) 4-16d 4-16d p 7732).Tills MANUAL shall be Incorporated Into the glazing Ora ndninrunr of 8% of the floor area of that ,� glazed openings with Attachment ImrdwareIN
Rollers to ridge, valley or hip (face-nail 3-16d 3-i8d per faller I. Attie with sign a go r20 elf and UL-IOpaf
depth,Mox. 1/B lBbt dnwinga whether they are Indicated on the plans or not. room. Th minimum openaUle sin(ventilation)shall be provlJed. Attachment shall be provided es ¢ ° I
J. W ritlen dimensions$into lake precedence over scaled pro Ided at •minimum of 47
follows; J. Stlendc design category 1
depth.Max. WALL FRAMING k 3-second
2A8d 2-16d Per foot dimensions. I5. All door and window headers to h 2-2x10 ural"e nelnl Table 1609.1.4 Z
Trap plate to lop plate (face-nailed) 4-16d 4-16d Jointseachside Fastener Schedule for wood ply mneh design{wl wind speed of 120 mph.
solid sewn joist mrd after not.mu{ slid 1,90119 limits Top plates al inersechons(face-nailed) z4" on center 4. The contractor prior to snarl of construction shall verity otherwise. W O
Top to stud 1111,f nailed) 2-16d 2-160 all dinwnnians,existing or new and h responsible fur 16. Vent dryer to exterior and bathrooms shall have Fastener Panel span Panel epaa Pancl span
StuHeader to header(face-nailed) i6d 16d 16-o.r, along edges
2-16d 2-i6d per slid geld Ill. separate
sl it hlllallon where no window b provided on Type las than/ less (ham/ Its■ l to I F,NERGY NOTES O
Top and bottom plate to stud per fool ■e orate swllch. Equal l0 4' eyed l0 6' equal to 8'
Bottom plate to floor joist, band joist 2-ted 2-i8d P 5. All electrical and plumbing■hall conform to all Slate; P
10d 10d 24' on center local,county coda,and shall be impaled and approved 17. Guardrails are required where the difference In ande Is Z
Built-up corner studs I. The Architect certifies that to the bat of his knowledge, i r 1
-� Built-up girders and beams, 2-Inch lumber layers 10d 10d by the governing agencies.General contractor shall be more than 30 Inches and opeein{e to{unrdnib to 4" 21/2"M6 wood 16" 12" 9" LJ.J
e - a ' Neil each layer et 32'on center al top and bottom responsible for all InsldIsllom, m ieriab,design,de. (Inches)maximum. fl■odnlls are required on stain with Screws or lOd cometand oto the N$i check judgement,the drawings are In J Z
And stagger walls. Two nods al each end slid al each splice compliance to the 111ECcheck report for the New York
d,,,. • a/� 6, All footings shall bol on v11;Is,undisturbed loll with■ 2 or more rben. (8.116-1) nails ( �.
minimum bearing capacity of 1-ton per square fool. 18. Smoke&Israeli Slag be provided In each sleeping nom, 21/1 88 wood 16" 16" 12" Stale ,2002. Conservation Consiruclion Code eRtetive �I Z ).. !
FLOOR FRAMING July 3,2002. O
Jo,s, to all,, lop plate or girder(Toe-nail) 4-8d 4.8d per joist 7• Poured in place concrete shall have am ultimate outside of ach■sponte sleeping area In the Immediate Screw■
ars,.swe 2-8d 2-8d each end vicinity of the bednonel and on each story of the This ladle Is bred 9m• maximum wind speed(3-second gust) 2. shall
IIVAC ry$ierns shall mat the NYS Energy Code. it W
-stud .Vivo.. B,itlging to joist (Too-nail) each end compressive strength d 28 drys gf9000 pd,except Yor the
Blacking to joist (Toe-nail) 2-8d 2-8d shill l n he res pit and drawings oft a Contractor to ZI
Blocking to sill or lap plate (Toe-nail) 3-16d 3-16d each block ezpoeed■labs,{ange slats sod slope shall be 3500�rei. d tercon,ectad and j m j%Im and a ons AIsrms shall be . of■ IJO mph and•3Jalle atom roof holds o P Y
/-� P,x1. 3-16d 3-16d each joist (R40I.2)Concrete shall conform to the IsInt ACI tmlercoonecled mal hardwired to■tommercIsl source. Futaen■hall be Imt■Iled sl oppaln{ends 9f the wgod ■yste the Dai{B and ledbyp the mechanical
t-_ `Nm..dr. Ledger strip to Beam (Face-nail) per joist eyatenel stamped and seated by s professional engineer If WILL
slit,.,..o/s- Joist on ledger to beam (Toe-nail) 3-8d 3-8d P I Standards. WHENEVER■o attention, addition or convention b struclani panels.
Bend Joist to Joist (End-n oell) 3-180 3-ttld per joist 8. John and Rafter Fuming lumber shill h DOUG-FIR N2 made to &n sibling residence, the smoke detection . W here Screws are attached to masonry/stucco,they shall be required by the ownerns building department.
Band Joist to sill or lop plate (Toe-nail) 2.16d 2-18d per fool J. All act to . double insulated with LOW-E glazing and ♦�I I J
or better, E-1.6, Fb=875 psi, repetitive member 1U06 psi. system or the entire residence MUST be brought up to ■Ooe6ed utilizing vlhntl9m resistance■mch9n having a ¢ v
■U factor-.33 maximum. v'
FLOOR SHEATHING shall be attached with a minimum at Bid common nails spaced el a maxhnum ol0 inG,es on When meat aehabitnble s ■e&nal vtuds to resist wind e Fdapiing room 19. T h code,
Architec hall notinterconnected.
be In I arge or Tres ponsible fur . The Home O ner els rwithdraw
esponsible furcapacity
■ttaching the plywood 4. All exterior doom(Incl. Bmemenle w at Insulated with a W'
panel edges and 12 Inches on center in the panel field 9. Bmemenl w p every SetUeecl maximum and tedhey shall h re required.weather - JI
_ _� shall have d least ons opemable emergency escapees the construction phase of Ihh project,and for pm0o to the wl,dax•s and Joon dulls{■norm. Self-cloning and Ore pled Joon were required.
Stud notching enia 1,orbr9 ilmllo rrROOF SHEATHING ATTACHMENT REQUIREMENTS -- -- follows: Minimum net clear opening of 5.7 square fceq Interpreting the construction dewing, Building to CODE V,
Maxl,tnu,n wall specirtp for Bd com,non wells 120 (mph) except grade floor openings to be ndnimum mel clean and observing the quantity and quality of work being 21.The architect hoe not been retained for construction Q J
aan.:rxwwunwcc 110 (mpin) p ) erforated. The Architect shall not have control over or phase of this project including supervision during
opening of 5.0■ uare fat. Maximum sill height to he 44 p UJ
Sheathing location' spacing el panel el ports Intermediate at panel al Supports
i B 9
So J 11 Deb - - 1 hP Edges supports Edges Suppods Incba above floor. M1llnimum net clear opening height of charge of and Shull Dal h rapomible for the consirucllam,contract adminblroliom,Inspection or
,, g4J py Inlelior Zane 12" o c. 8" 12• 6' 12' 24 Inch", minimum net char opening wkith to be 20 construction meam, methods,lechdques, and sequences observing the quality and quantity of the work being
>colz,-lFr>- 16o C. 6' 12- or procedures. performed. U W
'
6• 12 inches. (8710.1) P
,
Pel inteler Edge Zone 12'o.c 8" 12' 6'
"e'(fil'tl�aGeo
WALL SHEAT1jING ATTACHMENT REQUIREMENTS 1114" x 20 gage-GI85 i4'-x
Maximwnwall spacing for Bd common wells 720 m h 1114'x 20 gage 11N'x 20 gage - gely, Strap vnih � -Bat
110 (mph) ( P ) galy. Strap with 5 -Bat g$iv. Strait with -Bat Common sella In each rznN Sheathing location spacing al panel at Intermediate al panel al Intermediate Common nails In each Common rails In each End @ l6' on centerriYi5 / Edges suppods EEdges Szpports End ® 16•on center Ord each stud. La` , „eEnd 18'an center. P
Interior Zone 12'o.c. 6' 12' Oral each stud strap under bottom ofPJr 1`i i6'o.c. 8" 12' 812 Wrap over railer and sill alts well. -
8' 12" I2 nail each side.
C Edge Zone 12"o.c. 0' 12' 8 8 16'o.c. 6' 12' 599IrTp yo.l 1. For roof end wall shealhing within 4 feel ofthe perimeter edge of Ibe roaFincluding 4 feel on each side1/811, ,,,Jcodsof the roof peak, the 4-fool pedmeler edge zone atachmenl requirements shall be used. �,A. pgq� aF �c.J-I � 1114" x 20 gagel/.cul 911 uL Common nails in each gageTVPIGAI.ANCHOR BOLT 9aiv Strap with 8 -8dnail,in each with8 -BatEnd 10'on center.W x 23" oc or 518'x 36"cc- ' m centermi0 offnimum embedment of T with Wrap over rafter and3' x 3' ■quare vrdeher. Hold IT r rafter and k2 Re� 24.c, t � ea chess end hold 4'1012"off nail each side.� Roof-to-Wall connectionside. r�
c„•+>•f each end of each sill plate.
No oouJ IL '� s'hr ,J N,q nc�r
✓ 9J Gal I v V -F Foundation-Sill Plate-to-wall connection No ceiiina attached tP too Plate Roof-to-Wall connection
4 - - Rafter-to-Ridge connection A<A0 VOE NPH ^.l 4fti Poo 4ifJ0- her-4 t- rrT d►ask
9 FI-Z ivf 2 a cJ Exception': Ridge straps are not required S.•Jo f1oro. -5Po•,•Je„ a�FA �'�1.01 -Wo few a Yfq r �S ov GR.- ;
When collar lies of nominal 2x4 lumber 3 21,9 a
ul )Ie U - U raw . Y, �� Located In the upper third of the attic space 1114" x 20 gage G-
4,e1EWwl-L ,%4A pT +PfrlT - 4.7,y10 Herz And alleched to each pair of rotten.
Htr-�lo� �t `' 185 galy Strap rolls a -tel I 1114'x 20 gage 1114' z Strap
gage
dvJcu. Nl 2-,/e'er 1sd.c,,T Nail each and of collar lie with 5-8d nails -Bat Common nails at env. Sera wilh8 -8d
gdy. Strap -Bat P LAMBING g n
iib Ot r^,O 1B'on center wrap i-J^x, To J Common nails in each Common nails In each
vo T \
T - - 1i{15 pr`r'6 `I'x JonJTa„-I
T`1�P.sF�R,ar1a J � under Bill and wad / � End @ 18'on center. AL LUMBI G to AS End (� 18'on center.
111re, J AH ATER LINES NEED
Gol-j TI J d o J Z EAU'( x711.1- TE ING BEFORE COVERING
rl�
2r,,1 'TO-' t-1 6o41L
i I-4�Ix�o1� JJ PK__T1&4 _ ,PPu¢s ,G � rr.9r�rC+a- 113f:- lWEt,;i (1
RA.15�0 IJ000 I`i--c>U.zs - - ,- r�y`rf-c,D� I'eR Tna3LE I I .TYP �- FLa-.3Yrs
int exrralael SC(, A4adE
Pa vtNsu t-a I 4 O,G, NAI(. a QF�Ii-tE"(i-e¢' a.,P�
rdMTt4 ai`-rua.,'1'rf1x F- PI_y wOo10 rA I-i GL. P�-irJ IOAt-•ICL+ �t F�l,p
I-19TGH ansa- �.i,bJ L•I IJ X11 1114-x TStrap
gage
u�f VIVO. I� T�V �� gelv. strapwithy;ed PLUMBER CERTIFICATION
�- T'1P iIIJ f 2NZ aA,I_,� v�tru A 2-K 4 Common nolle in each
PJU{ i L L End (01 18'on center., o1G LEAD CONTENT BEFORE
rT �,�tvy y' �` '�'~r W ODIO 5-ri I- k J 'vee s IFICATE OF OCCUPANCY
Nril.r7 o IJ�J_ st ri psorl I'1 T5 12
s. ,u Hva e i Ta� I oe�Ku 2*1 al �r°r-i Z R'I O, G. E, t-1• d JAI-n4 H - I6J t•-Nal l- - SO ER USED IN WA TER
- w 11y a 121 a L° o ic,i-I L R'" ALLCOREOUIREM N SHALL
3 28 A1/8"loo --- - 14'ni.. c �,.,9rs,rr ao. M AT P...t.c N Jolyl'. SUPP SYSTEM CANNOT
r H Ur FPLIW XCEE met
10 OF1% LEAD.esI TTMER�U�EMENiSOFTHE h
Q .2Nle tla UG G �•-'`^^ c"' ^'..'^-to-wall connection @Op(N 1' �Tjgon -".� •+%�,,
`, J 1 •/o z rt'q �} .i 114'iW ossa rrA+V.. At garage wall,
°111.L if C2r J4f'� lyfZ4P wl4. ii.I�m 'G, �1
T s/q' ll m I, N.Jua o,e �� E,J n� U APP OG
" � CERTIFICATION OF
�- 11.4I ,.I,+J-- r � �a� _` ir "'�J , �fel 1� WGA sfv�..M hro+J� L _
k I l 4" utF.AfAl � Y {n dl� 1/ 1� �1 / 1 I / /1 l NAILING a CONNECTIONS
icrie.
`IEE 1'ro,� Ft/dVd4l lAb amuu.�! / r�F•- D'��j�l l/'r lam(/? � � 1 � 1���
(aArl relJ A. 1sA124"dr J�e.alr` I � �,µ J'f'(EP- b�'f REQUIRED. 1 5•.
tens l Ty 5TH - Sri
HIP 9 )t t i 111 qA ca,J�.ry�
v YsoG G,4 rJ�,eJ t- yl
0 (2Crti To JJlis" A ve Hoa OCCUPANCY OR
_ _ �pJ�ARtO ��o aU� �oeu! t7E (AII- > s� UPLIFT CONNECTIONS USE IS UNLAWFUL L
�-2o j:o�- _ p11o.,-.Ic-.t. �• F�TE.JcrZ s. ; .. ;
Some details may not apply to this set of drawings :; G
- ) P! suet strap■; ASTM A655 Grads 33, except when WITHOUT CERTIFICATE
2.4 C.athaou. 0�0 ���
let... ,ane. nl a'o e. Tnu. or Contra loll � '" J -y In contact with concrete use G-185 Galy. Step. (I/ql x 2.0 (s,o.G� OF OCCUPANCY
Gelds rod To,.. ++(�''
2-1ad Neu. - - - - -- - _ J Uplift connection details on SCH-1 Indicate lupllet eonnectlons �, STN-Arm W/
>� " �"LOOIZ. nrJb G�ILl� 6 7. 8d kip4lh Irl APPROVED AS NOTED
� eNowau - - - - vl 5"rs To transfer uplift loads from the roof assembly to the foundation.
Ch1 `' IoeJ Noll. / -.cjDIST Install at ail bearing location in aocordance with the details or a� r� PATE: 2' 3 3 B.P.Y �
A / Install according to the WFCM Manual. OT PROCEED WITH �,r mac_ F_ w=
5 ��} FEE: / 32L- d BW.� U rc rc--
F MING UNTIL SURVEY
`- A A NOTIFY BUILDING DERr;AiTMEM AT y- N W i ,n
�, _ _ �� The uplift connections for this structure wain design under: OF FOUNDATION LOCATION q pts FOR THE �rnz z K &
I ad C..Im Nulls of 1a"o c✓ / , / = BLOCItINO HAS BEEN APPROVED. FOLLOWING
W a IN$PE* 74 to M OVr x wo i N
�l-E�A11 ot--r BLOCKING-� 'al 9niall Oc- In
120- phi-sero FOLLOWING IN$PEb110h = _
bracealeck -100 p In secb fZ -I '� (`/Q In U e o
1,mco with 4-fon nal. / q'•elt t G SECTION A-A In i g t -mph IC second gust wind speed p g l 00 /��-j 1 ��, 1. FOUNDATION • TWO, UIRED O�Q 3
15 NO oo IJ IJ AP f' IPS o� �� arpw„n Brie„- Using the WFCM 1985 high wind Editlon pnscrl tiro desi n. FOR 13011,111W- FR CONGA '+
a2 ACTE JA Lt,S '�"I`', orz ad Crolm Nelle rat 1"r c, 20 Urge Sino �' - -- - - -- - - I STrJ IQ C O hi G� I I U IJ 23.. ROUGH - FRAMIttp,-R LUMBING
2 I o
10 8.1 Nall.- If-Ie- 4. FINAJLA-TCOIg'FO TI� MUST
ag til GT i. P �E C r : j I
rndwrn sun. �- i� BE COMPLE,j��FOR f'v
_ O p E t`i IJ 1-1 FLOOD ZON
ALL CONSTRUCTION SHALL MEET THE
E_X REQUIREMENTS OF ,,EC06ESOFNEWCj
COMPLY WITH CHAP? ER "46^ YORK STATE. NOT RESPONSIBLE FOR
Cii
FLOOC DAMAGE PREVENTION DESIGN OR CONSTRUCTION ERROuRNUERW TEPc"
Flgtire 3.6a Calling braolrlg gable 01111WBII Figure 3.6h Floor bracing estrlwall SOUTHOLDTOWNCODE.
EQUIHEU
I
3'I �IL
2It
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2a •
� I I I I I 27`12 IalJc�o
Tu �� WG CAV LAI/ I Tum 5NW12 WG (, AJ
t
I 7 1
ZIi 211 a l '/211 2 1 Ilass A. ROOF
Claes A,Asphalt Rool Shlrlgles
2✓kW/six fasteners per shingle
I151b underlayment fell
It2 It ( _2 n Framing per plan Win
3 A r I I ''A' Exterior Grade Plywood II 1 Sheathing-see(fastener schedule) �I
Ice, tar shield aft required by
LAS 5114 K p W L j M BuIIdIN partmen.
TYPICAL SOFFIT
e'Overhangs _
l I1�2 6'Wood Fascia a W wood rake
boards, cover In alum(opt) AI
Vented Vinyl Soffit W
,1 Rafter uplift connections M all
?ill 20 'Z Z Bearing locations, ' f2
TYPICAL EXTERIOR WALL
L, (; L0
2 x 4 Wood Studs® 16'on
center, Double Top Plate, Single
CD CO
T G� Pole plate, Y." Exterior gretle _ '•
�'1 J Plywood Shealhc Hone(Wrap er
Of
equal in Tyvec Holme Wrap Of
N / Walla, Vinyl or wood sleicti �p
�I G H d _ Welling"Il . *lift a dwg SCH-1tion at Nil -
NTS
bearing walla. ' Bee dwg SCH-1 r2 I. I I. I - I'd-1-t(�
�+t'PRI1t� i�Ni TA/�� / TYPICAL FLOOR s N h'
�7 y c7 e M /' plywood sub floor, glue and nail O
T ^ Q �0 as per fastener planschedule
If/ Floor)trials per plan
2 i Q a 17t 1'9 Pyr Bridging Per code-sll spans '1
TYPICAL FOUNDATION CONST. ILJ
e'poured concrete wall on 16"x 9'
1 0 I X011 1y p'I 9 p 1 I•IO 10 ' 0 20'��f Concrete wall fooling continuous
2 Exterior DamprooBrq 2-2x 6- O
1 u N 'I treated tall plates, Sill seal l
I, I r"
G/ D T'ermlte Shield, 5/e'Anchor Bait
/3'x3'square washers at 39"on
center and hold 12'off cornea
L — max. we strap connections all
71 w4 2817 __ - / tietestingg wells-'Sea dvg SCH-1-1
INSULATION SCHEDULEcheck
aReferomp to the MEC check
compliance report within this set of I 0
r _t T��I�ol, our- plrR
intens or attached thereof
INTERIOR WALL FINISH ri
�(A r2A f Eo &/r; (�iO �n r 9''t GLS 104`>T Provide%s' Gypsum Wall Board on
(>>� �iulLGl< PP'•'L Wf 1 �Fj ED Gµv iApvr >.,a U{.!L — callings And Walls except
�` f% V �^ N Ij•ZKYJbasements a unless noted, ,1 ,
,Ip ,l0 Moisture resistance X'Gypsum W
Q I d T K Board In Bathrooms, and fire
- rr,i�j p ply resistant gypsum board as per T
code. a � 1 I �)
See DWG Sutra for upliftDetails 11
Nailing schedule and gensenerel
Coti notes
( (nl� llll �Ld� C� 111 G' Cvl II°
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24" x 121' v�
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Neel. coLJM�
_Q h71 04, M Is II\ 0 6 0 Permit Number
5 J—� fill
o _ LU rill LA MECcheck Compliance Report checked ey/Dau
X 41 ' LIP y� TA New York State Energy Conservation Construction Code 4
N Lq Q J � Twp MECcheck Software Version 3.3 Reline IC
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TITLE:widgmn
CJ -�EXGA�P` �_ couNTY:Suffolk w 3 y
(e STATE:New Yak s > N > fN
�'' GG1JG. G�LP�d HDD:5750 Q W a W W X �
l�A h A L�IL - 12jU1�'� CONSTRUCTION TYPE:Detached 1 a 2 Family O N D K
HEATING TYPE:Non-Eleca'ic r.,�-AR
1u YRaM 1�� / 4x2 _ = DATE:09t26/03 ��>'.� a
1 DATE OF PLANS: 9-25-03, ,
- n LL'ObEL _ /
N 11 X 9 W loured concrete wall on 10'x
COMPLIANCE:Passu e:
(?�2XID (..1/ 2x (v��. P..44a'fN e"Concrele wall footing.exterior
Maximum UA 17
DemProogng, 2-2 z B eeled sill your Hone-417 aP,�rlS;'v ,"r �� dC7, V W
plates, 8111 seal, Termlle Shield, i.0%Better Than Code W U _
- s '� p �(iG /� �/I /�/)Z, __-_- __ ____ _ —_ TVPI(•AI ANCHOR BOLT Grass Glaxi
Arena Cavity Cont. or Uj Lu ,r� K ,k
K'x 23' oc or file'x 38' oa- L'laimpl¢ -Valu R�relY4 U- cam
v V O S
2 q l l X 2 q 11 K IZi1 G0�(/, minimum embedment of 7'with - ry
3" z 3'square washer. Hold 12" ceiling I:FW Ceiling a Scissor Truss 1165 30.0 0.0 41 Q s
F�Vv.i 1, (, 1 1111 6� G p tij L. off comers and hold 4'to 12' off Ceding 2:Cathedral Ceiling(no suit) 100
2 17.0 0.11 69
each end of each 5111 plate Wan I:wood Frame, Ili"o.0
21 j Irl x e2 A ra05 r
Bearing walls -Sete dwo SCH-1
Window
1.Sol'1d�Fame Double Panswd Low-E 452 0.350 22
-1 0,400 17
Door 2:Glen 60 0.350 21
1265 30.0 0.0 42
M P.L V (7o' 'j AJ CH o R I I Simpson HDOB Holdowns Floor 1:All-Wood Joint/Ihus,Over Unmsditiaud Space
I ^ II ) PA c< ��J PL'-�"� �� 1. �j 11 �o -`1 provided at comers of garage
"1 walls and doors end at building COMPLIANCE STATEMENT: The other
Euildisu mitred with m this document ui o, Tile with the
OSI 17GI 1 I'I - b &2. 1 811 comers-see plan end SCH-1 buildingabplana specifications,anand w Yo k Side Energy
gy CG"wwith this pamil application. The propergs. Where ems
detail sheet for detail haw been designed Design
professional
creel Wa New Yak Side Eigned Cmacrwtlm Cmaafte tis Cade o the ben oil when
Registered Design Prokaaianal hu stamped and signed this W80.they aro attesting tlut to the bear of hfa4ta
PIPER THR I FOOTINGS OR knavledge,III and pmflmdonal Judgment.Rich Plans a speetfieatima aro in compliance with this Code.
FOUNDATIONSBuilder/Dsrigner Doh Or/
Boll or waste pipe, or building
O I 1
dein passing under a footing
VL � through a foundation wall shall -
be provided with a pips wall
sleeve Iwo-pipe sixes greater
than the pipe passing through.
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Or?IOF-IAL �c �k � 4K4o 376 I.1 x 2'.O'Ip��. N 1 D p o • Qom" eiAm4 3°St
p24 -pARa PIR2 J1 u wo c1 oy�r� w/ 3r" OaoR - d -
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_� �� u cave. ALL spA.NS ' •;, "j-g ?q w
Fry e�H J1 , \ V �� ,,. , M ' Fk�11u ❑ II �i',o�1 Ru .0 3'- Ior 31 Ivn Lo'I ��o° 4" &I,uIt " �I II — -
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V I - b�. FLu$H C1'(Ilil •( --',i 3•S1. 5 ort r � kN10 tib 1
210 ea Ea I u 3a q/i $� ob o L _ j eo�irw M
Q FL woob i 019 q 24' 32 N j 42i1.� I� p —Q GLO,
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0 (OI QJJIi 31 All 21 SII Ir-A1et7 Oo&K U VN -7
6.1/ GI,a _.
q '7 9JftIA t 0 72" �AO,T- I Q ,�/
p1. IIP �I,qll m � '// ' 211 dll �12d v.&II ,21, 811 L 1II Ie — ➢l
a sl�llc 31011 v "" �1_ah.__
m k\) L__IvIhj gM �r13R , fol 1E IJIrJ �, rzr� _ \3 V) �, _ M,
� n6 dC I(aroG N -, 9 N Q 1 � O H B c-1,g N � X OPTI o NAIL TeA
GARAGE h' o N 01 SEI �Ir-icl T&
2x4 cJ 1&',U loyal
/ J LL = N
N a - N Provide 5/8' Fire Rated L7- j v �7 411 131, 211 �I,qr qn I�� �1 r M
PPL9 2 2 I Z y� n 12 Gypsum wallboard on walla F 1 W 0 lul Q a o p
L� d • ,� 2 , 2 x 12- and telling of garage as per
} C,16 coda sections R702.7 and J
nry�e , \\ 352 . 2 �N. 0� - 3a52_.2 - - - _ 805.11. Were garage abuts �� M tl
dwelling-use 5/8'fire rated q "JO.I�(0 1"P q 10
U h 1] 3 _ _ 3oq'v 3041v
- , \ wallboard on garage side
1c.F� U . . � -- and M' Tiro rated wallboard Q �
t`I I V9 .I �, i>" P p01..c11 u d I j 9 \ O k �, .,\ W N 1
S92UIiU U i ! on opposite side in � a• H � Lo
2 / 5 accordance with code GI
y 0 I pL M Ax I ML)M N x d 'section R702.3 Insulate walla x
x I G0 2. 2 a common with heated areas. N h N
11 �
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vl, III II- I 'I II' • 111 �A 71I It' , �11
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421 411
d`.. •� WINDOWSTWH.FWG
O Plans indicate Anderson / f"') L )� 2vO
ALL Wi �/por✓5 , model numbers. Provide
GAP/TOL �$ f0 SErL/ES Law-E Insulated glass with ■// � 0 177
pjcK V�o Gr AZf3o 3(i(�� l/ t/ / -O Design pressure rating of DP-
�I�� lJ/NDOW y Doc /L /y�f}O�,ZS 2 - 2xlo v, AJ,o. /�EGK wAieL-,O 40. SubetButlonsmade upon
NO K E Pf T E C_7045 GG A2,qC', jf,� ; "&4e 50� meeting code. See
gen.notssNg,14,20 for
I _ Code compliants
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