HomeMy WebLinkAbout29883-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31882 Date: 09/29/06
THIS CERTIFIES that the building ACCESSORY BARN
Location of Property: 1470 PLATT RD ORIENT
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 27 Block 1 Lot 10.3
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated OCTOBER 21, 2003 pursuant to which
Building Permit No. 29883-Z dated NOVEMBER 21, 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 NON-HABITABLE ACCESSORY BARN IN THE REAR YARD AS APPLIED FOR.
The certificate is issued to AVIGDOR & RIVKA ORLIN
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0102 09/20/06
ELECTRICAL CERTIFICATE NO. 89572C 08/20/04
PLUMBERS CERTIFICATION DATED 08/04/05 CUTCHOGUE EAST PLUMBING
c
A riz d Sig ture
Rev. 1/81
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Cert o£Dccupancy is_
denied,the Building Inspector shall state the reasons therefor in writing to the applicant. F� (" R
n
_..
C. Feesg 5
1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alteratio 9.to dw 2 .(?S,'OG
Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00,B` smesses$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. t (a;dy4
New Construction: Old or Pre-existing Building: (check one)
Q
Location of Property: T l C( I I U_ �►�I P� i
House No. j Street Hamlet
Owner or Owners of Property: y i Q( Y Rt Y Ka- Or`I I
Suffolk County Tax Map No 1000, Section q Block / Lot �•
Subdivision Filed Map. Lot:
Permit No. '7(1�0 v Dateof Permit. Applicant:
Health Dept. Approval: R J() -64l —(Old a Underwriters Approval:
Planning Board Approval:
Request for: Temporary/Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
Esq, 710`sJr
eat �Igg'Z
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. 29883 Z Date NOVEMBER 21, 2003
Permission is hereby granted to:
AVIGDOR & RIVKA ORLIN
108 EAST 1 ST STREET
NEW YORK,NY 10009
for
CONSTRUCTION OF A NONHABITABLE ACCESSORY BARN IN THE REAR YARD
AS APPLIED FOR
at premises located at 1470 PLATT RD ORIENT
County Tax Map No. 473889 Section 027 Block 0001 Lot No. 010 . 003
pursuant to application dated OCTOBER 21, 2003 and approved by the
Building Inspector to expire on MAY 21, 2005 .
Fee $ 195 . 00
Authorized Signature
ORIGINAL
Rev. 5/8/02
Electrical Inspection Certificate
Issue Date Electrical Inspection Service,Inc. Application
8/20/2004 375 Dunton Avenue 89572C
East Patchogue, New York 11772
(631)286.6642
Issued To: Mr Vigadon Orlin
Street: 1470 Platt Road
Village: Orient Zip: Town: Southold
Section: Block: Lot:
Contractor: Lademann Electric Inc. Lic. # 4141-E
Was examined and found to be in compliance with the National Electrical Code.
❑ Commercial, E3—NV Defects ❑ Pool ❑x 1st Floor ❑x Indoor ❑ Basement ❑ Hot Tub
x❑ Residential [X] Det.Garage ❑ Attic ❑ 2nd Floorx❑ Outdoor 19 Addition ❑ Survey
Switches Receptacles.,_.) Fixtures GFI Heaters A/C Fans
8 18 10 5 2
Dishwasher Washer/Amps Dryer/Amps Oven Range7Amps Microwaves
Furnace on Gas Circulators Smoke Detector Bell Transformer
Meter Amps Phase UG OH Jacuzzi Television CO Detector _
Bldg. Permit:
Other Equipment C/
etached building
0/220V hot water heater
100amp sub panels Hugo S. Ardi
President
Rough Inspection: 07/01/2004
Inspector: John McMahon III
Final Inspection: 08/19/2004
Inspector: John McMahon III
This certificate must not be altered in any manner. Inspectors may be identified by their credentials.
IP
�— - o �gyffOlKC
Town Hall, 53095 Main Road j 29 Fax (516) 65-1623
P. O. Box 1179 T,�'+ Telephone(5116) 765-1802
Southoki, New York 11971
o � map
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
C E R T I y I C A T I O N
DATIi: D S
Building Permit fJNo. 98 3
Owner:
(please print)
Plumber: �T'5a- (St5thoo'ji Cut tt
(please print) JJ
I certify that the solder used in the water supply system
contains less than 2/10 of 1% lead.
(Pl ere S gnature)
Su BAN J.NAGY York
Notary Public State of New
No.4896735
+ SMay 200-K� ies
1mmission Exp
Sworn to before me this
5`hday of
Notary Public County
Frank W. Uellendahl Architect
PO Box 316,Greenport,NY 11944, tel 631-477.41624, fax 631-477-2997 e-mall fuellend@optonilne.net
August 8,4005 IG S 2005
Client:
Avigdor and Rivko Orlin
1470 Platt Rood
Orient, NY 11957
BUILDING PERMIT#29883-Z
Wood Stove Installation in Accessory Building of the Orlin Property in Orient
LETTER OF CERTIFICATION
The owner of the above mentioned accessory building added a wood burning stove which is reflected in the
architectural plan R-10, amended and filed with the Building Inspector June 14, 2005.
The General Contractor Sid Beebe&Sons had the chimney installed professionally, using the attached
SELMRH Metoibestos basic chimney kit PCH for pitched ceilings.
The work was done according to manufacturer's specifications.
I hereby state that the information provided above is true to the best of my knowledge.
ED Ac?
. 021
Fronk Ueliendohl SOF NEV
1
l�'t
METALBESTOS
MODEL SSII CHIMNEY SYSTEMS BY SELKIRK
it a3:'
4!
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S �R
y
METALBESTOS�
ASELKIRK
U� ti �AIRMATE )L
r�
Catalog #MC-13 +>
SSH TYP ``` p.m TM"ForsimpKITSielnstallat ns,Selkirk Metalbestos offers three
basic Chimney Kits, h designed around one of the stan-
dard support systems Select the kit that is right for your
installation(flat Celli ,cathedral or pitched ceiling or wall
supported)and with a addition of the required insulated
pipe sections you'll ve most of the standard parts required
to complete your instillation.Model DS Smoke Pipe or
Single Wall Stove Pi can be connected to any of these
chimney kits.
Flat Ceiling Support Kit (FCK)
Provides the support package and termination parts for a
chimney that is suppo ted by a flat ceiling and that passes
through an attic area nd penetrates the roof.
Conon :
Roun Top Cr
Insulated Pi Lengths,an Adjustable FlashingAF and a
Sto Collar Scx in j
Amus lb
Flashing AF-t, Pitched Ceiling Plate (PCP).Selection of the Adjustable Flash-
Attic nsulation shield AIS ing and the Pitched Ceiling Plate is determined by the pitch of
Finis1(Support Package FsP your roof and ceiling as explained on page 11.You can pur-
Smok�Pipe Adapter DSAC chase these parts from your Selkirk Metalbestos dealer at the
time you order your chimney kit.
In calculating the number of insulated Pipe Lengths your
� rev chimney run requires,note that the Roof Support Package
(RSP)comes with one 18"pipe length as part of the support.
Thru-the-Wall Support Kit (TWK)
For a wall-supported chimney system with horizon
connector passing throuKtl an exterior wall,connecting to a
'Ibe and running vertically up the exterior wall to termination
above the roof line.
Contents:
Round Top Cr
b.
Wall Band we
insulated The/Plug IT
Wall Support Kit WSK
I1 �Fmm apFFn v«�.. Fire Stop/YWl Spacer WS
9"insulated Pipe Length
Fire Stop/Trim Collar TC
Finishing Collar PC
Smoke Pipe Adapter DSAC
The Thor-the-Wall Support Kit provides all necessary parts
I for a complete installation with the exception of required In-
With the addition of kequired Insulated Pipe Lengths,the sulated Pipe Lengths to reach your desired chimney height.
Flat Ceiling Support Kit(FCR)has all necessary parts for One Wall Band (WB)is included in the kit.Additional Wall
complete installation. owever,depending upon your roof de- Bands could be required if your vertical chimney run is more
sign and the position o your chimney on the roof,it maybe than 16 feet high.
necessary to install a oof Brace Kit to provide required sup- In the event that your vertical chimney run penetrates the
port for your chimney bove the roof. roof eave,your installation could also require an Adjustable
An Attic Insulation hield is a required part of the installa- Flashing(AF)and Storm Collar(SC).
tion even if you have insulation in the area where your
chimney passes throu h the attic.The only exception to this �F tM
AIS installation is if yo install a full enclosure around the
chimney in the attic area at Z clearance.
Pitched Ce Support Kit (PCK) 4V"For installation ofa mney to a cathedral or pitched ceil-ing such as standard A Frame construction. W«e.Conten F..mPRound Top CTStorm liar SC Ad"IF. rF.ampWMIRoofs pport Package RSP F.,MnmFSmoke Pipe Adapter DSACFinishi Collar FC —ImMn.a
1wNuF
The Pitched Celli S pport Kit provides all necessary parts /
for a complete installation with the exception of the required Nn SWWT. `
4 CdF WMI""WK,,
03�
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 1 CATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
c
DATE INSPECTOR
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUND ON 1 ST [ ] ROUGH PLBG.
[ ] F DATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
ero
REMARKS:
C�
3
DATE INSPECTOR
765.1802
BUILDING DEPT.
1 ECT 1 O N
[ OUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE INSPEC
-o SO�r�o6
�CpUNfI`�'
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 1 UL'
[ ]
FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
vl -
c .
E
DATE �� INSPECTOR
FIELD INSPECTION REPORT DAT COMMENTS
FOUNDATION(1ST)
---------------------------------- --
FOUNDATION (2ND) - - -- --_
z
O
ROUGH FRAMING&
PLUMBING H
-
-- x
INSULATION PER N.Y. - - - - 7S' y
STATE ENERGY CODE
FINAL
6 t� _� -- - - cc2_`t • �.rF ,Gem � -
ADDITIONAL COMMENTS 7z)
- - o
- - - - - - G H
- - --- - - - (1'\ z
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 3 sets of Building Plans
TEL; (631).76$-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. c2J��'�j� Check
Septic Form
N.Y.S.D.E.C.
Examined 20 03 Contact:Contact:
Approved fy �/ ,2003 Mail to: F. G/QI/CUI&61
Disapproved a/c
Phone: 4(o&-477. 860
Expiration_ ,20_06
Building Inspector
APPLICATION FOR BUILDING PERMIT
OCT 2 1,2W3
Date OGT. 2/ 2003
-s INSTRUCTIONS
a This application M e 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 a0joining 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 intetinr .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 MAD E•to the Building Department for the issuance of a-Building Permit pursuant to the
Building,Zone Ordinance of the Town-of Southold;Suffolk County,Nek York;and other applicable•Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or d olition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code,housiaic , eregglulla 'ons, and to admit
authorized inspectors on premises and in building for necessary inspections.
( e of applic t or name,if a corporation)
PO BC�k 3/6
(Maili g address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
-z32Gft�7�'GT
Name of owner of premises DGAZI bi2LlA
(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. PECO,cRG PR74,7 lew {, L/#77e7U
Plumbers License No. 777 B&- DE/7!QIVIAI&V as SCJ/6 PL&-, -eesllUG
Electricians License No. ;!W /,3�
Other Trade's License No.
1. Location of land on which proposed work will be done:
!4-767 AGA 7 - 2OAD DR/�:vT, /-)y
House Number Street Hamlet
,1
County Tax Map No. 1000 Section 27 Block 46,"„ ;t' Lot '(-�Vt713
Subdivision Filed Map No. Lotl
(Name) z
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 41P9
b. Intended use and occupancy ���rSD2Y/��J�
3. Nature of work (check which applicable): New Building ✓ Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost25 �D Fee
(To be paid on filing this application)
5. If dwelligg,.number of dwelling units /UTA Number of dwelling units on each floor AJ/ 4
O garage;'numbef of'cars XI/4
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front .30 Rear 30 Depth 3C
Height /9 FE---7' Number of Stories !
Dimensions of same structure with alterations or additions: Front 20Rear
Depth .30r Height lg Number of Stories /
8. Dimensions of entire new construction: Front 30 Rear ✓?O Depth 30
Height /g t Number of Stories /
9. Size of lot: Front /4-10•¢'S� Rear 275'.`t 7� Depth
10. Date of Purchase /1099 Name of Former Owner
11. Zone or use district in which premises are situated 2 - 20 D
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO
13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES NO
,UVG
14. Names of Owner of premisesAf2 OQ[-IA-J Address 146f/s57• /VV&V Phone No. 917. 25y- RW
Name of Architect AddressAvevk5tk 64RZ11 hone No /i31.¢77 Rtr724-
Name of Contractor 77)"&-K V6VLVre;#H672&1Address P0,6 270 ¢ T/M hone No. 57G. 3l30¢4B8
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE J2EQUIRED.
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.
STATE OF NEW YORK)
SS:
COUNTY OF )
F7Z4)A//C � • being•duly swo'm', deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the q
(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 u'ue ter 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
,21 day of 0
Notary Public 'Signafurel of Applicant
LYNDA M.BOHN
NOTARY PUBLIC,State of Now York
No.01B06020932
Qualified In Suffolk County
Term Expires March 8,20Q-2
.mss A ��' •e"
JTOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET VILLAGE DIST.1 SUB. LOT `
FQAAAER OWNER N E ACR.
r rr u v blw _Rr 8
S W TYPE OF BUILDING
t /
RES. SEAS. VL. rt< I FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
-3/6' e - a J w Ip C Li to
�noOQ��/ 500a'q 35m0 1 25 as r 4443 6 LIL1�033p.47Z.-+Icfctl .r b
3000 5500 $ Soo �o �� 2001 / zoo _ L /ZZ02/ 5 3 - #►'�o M r�i ,i¢ 20
,loco 5,700 9700 / o > -
a D D
a3 �P a 5 d� t c� esti ans Seo
Tillable LL: 2 <: c FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD ( 4(:)
Meadowland (boo sf 0 DEPTH
House Plot , \ ,/ BULKHEAD
Total U
a
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• FirePlace ���
IAN 1 5 7rn4 ZONING CALCULATIONS PROPOSED
LOT AREA = ca.134,203 SF o ACCESSORY
EXIST'G BLDG. COVERAGE = ca. 2,132 SF BUILDING
ADDED BLDG. COVERAGE = ca. 1,316 SF
TOTAL BLDG. COVERAGE = ca. 3,448 SF
a
ALLOWABLE BLDG. COVERAGE W
R-200: 5% OF LOT AREA = ca. 6,710 SF
SURVEY BY JOSEPH A. INGEGNO
DATED: 01/20/2001 ORLIN
1 RESIDENCE
ORIENT, NY
Q�0 ARCHITECT
OWELL o FRANK UELLENDAHL
�PyO
RUM 1 316 GRTEL 631 NY 11944
TEL 631-477 8624
FAX: 631-477 2997
O OWNER
O $' RA1(A O O AVIGDOR ORILIN
1 1470 ROAD
O �• 3 ORORIENT,ORIENT,, NY NY 11951
4 8171
O O k k Ea uD q
90
O O O O DECK
k O O EXISTING
O O O O STRUCTURE
k
�ma
O s =
O N
OEXT'G k
DECK a PROPOSED s'
O ORCHAR[)� ADDITION
0 15' 30' 60' @
O O O OI oSATE 01,06,2004
O �ITEPLAN N
SCALE: 1,32"
Oo� O PE2F 1 (' 29883 s SITE PLAN
k PROPOSED O SCTM# = 1000-27-01-10.3
O BARN TOWN OF SOUTHOLD �wc. NAME
O SUFFOLK COUNTY, NEW YORK OK. NO A —
0z�
30'-0• PROPOSED
16'-4 3/4• 13'-6 1/4• ACCESSORY
z' 0 9'-0 � �12'-7• 6'-4• BUILDING
t5
WD SLIDING DOOR 2868
N
- - — — — — — — — — — — — — —
ORLIN
o RESIDENCE
ORIENT NY
I a I
ARCHITECT
I
( I � FRANK UELLENTNQTL
P.O.BOX 316
GREENPORT, NY 11944
TEL: 631-477 8624
\ l FAX: 631-477 2997
J J o OWNER
I m
RW& ANGDOR ORLIN
1470 PLATT ROAD
3 ORIENT, NY 11957
L 917-254 8171
FARM EQUIPMENT WORKSHOPS aC.
STORAGE STORAGE ���Q E
i i Xr K
PLUMBING NOTE F- l o q�
CONTRACTOR SHNL PROVIDE PLUMBING LINES FOR (2) 2X10 AOC GIRDER J
FUTURE BATHROOM UNDER CONCRETE SLAB ONLY. I DN 1'-0 DIA SONANS
A PERMSTEM FOR THE LIED OOMFOR AND POOL
COREQUIRED SEPTIC 2'-0'X 2'-T X 1'-0'
SYSTEM WILL BE APPLIED FOR BY POOL CONTRACTOR
AT A LATER DATE. POURED CONCRETE FOOTING 5
PART OF THIS PERMIT APPUCATON IS THE
INSTALLATION OF AN OUTDOOR SHOWER HEAD AND tj
HOSE BIB.
FOUNDATION NOTES 3
STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 T— p
READY MIX CONCRETE.
ALL FOONGS, FOUNDATIONS, ETC SHALLREST ON INSTALL 1� OATS: 10/01/200UNDISTURBED SOIL — — — — — — — — — — — — — — — — — — — — — — — — — J OUTDOOR
OSE DID OWER HEAD Sca.E: 1/4' = 1'-0'
ALL FOOTINGS AND FOUNDATIONS SHAL BE FORMED. PROPOSED
WD SLIDING DOOR . 2868 FLOOR PLAN
�o
9'-0• 12'-7• 6'-4• 8 DWG. NAME
B-0 15'-9 s-2 A FLOOR PLAN g A - (O
�,� OK. NO
Y
FLOOD ZONE y AEET u CONSTRUCTm%TALL
THE REOUIREMENTS THE
COMPLY WITH CHAPTER "446* M CODES OF NEW YORK STAT
FLOOD DAMAGE PREVENTION
SOUTHOLD TOWN CODE.
CERTIFICATION OF
AfftVEDAS N= NAILING &CONNECTIONS
DATE / -7/ 3 e.P.eX 8 ,3 /►A't B G REQUIRED.
NOVY BUILDING OEPAKTMENT AT
"54P2 8 AM TO t PM FOR THE ITERS CERT KATE
FouA m NvEGTua.
1. FOUNDATION TWO REGUMiM REtEO
FOR POUREO CONCRETE
2. ROUGH FRAMNO 3 PLUMBNO
& I UUTION
A ROL - CONSTRUCTI01t MW OCCUPANCY OR
ANCc uc AI 84A MEET 7K USE IS UNLAWFUL
MOUM M M OFTHECODUCIFNEW
YORK STATE. NOT RESPnNSW IN WITHOUT CERTIFICATE
DOW OR X1ON umm OF OCCUPANCY
ZONING CALCULATIONS PROPOSED
IAN 1 5 J' 14 LOT AREA = ca.134,203 SF ACCESSORY
I. ' EXIST'G BLDG. COVERAGE = ca. 2,132 SF BUILDING
ADDED BLDG. COVERAGE = ca. 1,316 SF
' TOTAL BLDG. COVERAGE = ca. 3,448 SF
r — — ALLOWABLE BLDG. COVERAGE
R-200: 5% OF LOT AREA = ca. 6,710 SF
SURVEY BY JOSEPH A INGEGNO O��'�
DATED: 01/20/2001
RESIDENCE
ORIENT, NY
DQE°QS�� ARCHITECT
O WELL FRANK US-LENDAHL
316
P.O.BOX 316
OPy O D GREEORT, 4 11944 TEL:L 631- 7477 6624 FAX: 631-417 2997
NEE
OWNER
O D �• RM(A 1 ORUN
14700 PLAT[
T ROADAD
1195;
UEQ
O � 6 . <> (i)))A
O O O O DECK �
k0 O 0x
EXISTING -49
O O O O x STRUCTURE � � N s =
a
N
DECK
(O)EXT'G O PROPOSED s
O ORCHARD k ADDITION o
� o
D15' 30' 60' 4 @ a -
O D n D DATE' 01/06/2004
s D ITEPLAN SCALE, 1/32 = ,'_o
OHI 29883 x SITE PLAN
O k O PROPOSED O SCTM# = 1000-27-01-10.3 S TOWN OF SOUTHOLD OWG NAME
O BARN O SUFFOLK COUNTY, NEW YORK ONG NO A - 1
GENERAL NOTES DESIGN CRITERIA: PROPOSED
ACCESSORY
BUILDING
V
1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF.
ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS - 40 PSF.
BUILDING CODE, AND THE NEW YORK STATE ENERGY
CONSERVATION CODE, AND LOCAL AUTHORITIES. SLEEPING AREA - 30 PSE.
WIND SPEED - 120 MPH
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B
MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE
FROST UNE DEPTH - 36 ® ORLIN
3. ALL LUMBER SHALL BEG STAMPED DOUGLAS FIR- TERMITE - MODERATE TO HEAVY
LARCH STRUCTURAL GRADEE22 OR BETTER. DECAY - SLIGHT
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES RESIDENCE
STAR AND FLOOR OPENINGS POSTS AND PARALLEL
— — — — - -
PARTITIONS, EXCEPT AS NOTEb ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST r � � ORIENT, NY
PRODUCTS WOOD FRAME CONSTRUCTION MANUAL
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR 1&2- FAMILY HOUSE
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. ENGINEERED DESIGN METHOD.
0
6. ALL DIMENSIONS AND CONDITIONS TO BE ARCHITECT
VERIFIED BY CONTRALTO S PRIOR TO START OF
CONSTRUCTION AND ORDER OF MATERIALS. THIS WINDBORNE FRANK uELLENawL
FOUNDATION HAS BEEN p�gIGNED FOR A SOIL P.OBOX 316
BEARING CAPACITY of Two (J TSF AND GRADES DEBRIS PROTECTION SCHEDULE �_ cENPORT, t19++
LESS THAN 5%. CONTRACTOttcc SHALL VERIFY THATiE TEL: 631-477 8624
THESE CONDITIONS ARE MET. ALL ALL BENEATH FAX: 631-477 2997
CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS 4
RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 16 WO SCREWS, OWNER
7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER RW A AMN 0F?UN
SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FF AND OVER THE GLAZED OPENINGS Of THE PROPOSED STRUCTURE 1470 PLATT ROAD
BY TRIPLE UPRIGHTS. ALL HEADERS TO BE GLASS SLIDING DOOR TO BE PROTECTED BY CEDAR PANEL 3 ORIENT, NY 11957
MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. SLIDING DOOR TEL 917-254 8171
8. PROVIDE FIRESTOPPING AT ALL LEVEL
PENETRATIONS
9. PROVIDE FLASHING AT ALL ROOF BREAKS, — — —
CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS
AND DECKS ETC..
10. DO NOT SCALE DRAWINGS. _
11. DESIGN CONSULTANTS OR RECORD ARCHITECT-
ENGINEER ARE NOT RESPONSIBLE FOR THEL I _
INSPECTION SUPERVISION OR ADMINISTRATION OF r — — — — FTn
THIS CONSTRUCTION PRQIECT. FEDERAL STATE
AND LOCAL ZONING AND BUILDING CODE CbMPLIANCE — — — — — — — — —
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. g
12. THIS DRAWING IS AN INSTRUMENT PREPARED TO
FACILITATE CONSTRUCTION AND SHAT NOT BE 5
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND
OWNER.
m
U
13. THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH THE NEW YORK STATE ENERGY
r
CONSERVATION CODE. r
14. ENGINEER TO BE NOTIFIED IN WRITING OF All o
CHANGES PRIOR TO AND DURING CONSTRUCTION.
15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DATE: 10/20/2003
DESIGNED AND SPECIFIED BY OTHERS. PROPOSED ACCESSORY STRUCTURE IN REAR YARD FOR BARN USE g 9GLE: 1/4' = 1'-0
16. CONTRACTOR SHAT OBTAIN ALL PERMITS AND TITLE SHEET
INSURANCE NECESSARY TO PROTECT THE ENGINEER3` DESIGN CRITERIA
AND OWNER. BUILDING PERMIT APPLICATION GENERAL NOTES
17. DO NOT BACKFILL AGAINST FOUNDATION WALLS $§ NW
FLOOR SYSTEM INSTALLATION IS COMPLETE. OCTOBER 20, 2003
A - 0
FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 M NO
PROPOSED
ACCESSORY
SURLO�P Ty
BUILDING
G
„
TrSUFM {" r�(//
S.C. TA (
ORLIN
>a .
RESIDENCE
r4, 2"
go
. _.
ORIENT, NY
.AREA i sq •
- _ ARCHITECT
UDAHL
11lFg$➢ S N 1 8B K fRWNP.O.�316
� + "a ;�
A"SOM �1TEL631-477- 4 1 8 62 4
Rrm 0" � PAX: 631-477 2997
iA 53.12 oe E $ a
OWNER
AIVKA 3 AVIGOM ONUN
➢® 11 ) _?nk ➢ 1470 296:80' 1. "c � .. 3 ORENT, NY 111TF 957
QRA Dv : :M r. ecp ae�y TEL 917-254 8171
w � . ,
CL 5yltoo
•+.7
70.
14 1
o ? o
Y
'wLws
'° BgglgRLR GATE 10/20/2003
pre.
e+R wt 5 5314`
r SURVEY
111011E.(6 }Y7-10i0 Hoc7 ' DWG. NAME
a. A - 00
_ ..
ZONING CALCULATIONS PROPOSED
LOT AREA = ca.134,203 SF ACCESSORY
ADDED BLDG.G COVERAGEE = ca. 1,316 SF BUILDING
TOTAL BLDG. COVERAGE = ca. 3,448 SF
ALLOWABLE BLDG, COVERAGE
R-200: 5% OF LOT AREA = ca. 6,710 SF
N
PROPOSED CONSTRUCTION ORLIN
SURVEY BY JOSEPH A. INGEGNO RESIDENCE
DATED: 01/20/2001
ORIENT, NY
ARCHITECT
WELL a FRANK uELLENOA16
O� GRTEL.�-NY 11944
77 77X8624
OO FAX: 631-477 2997
OWNER
O b RAAG & AVIGDOR ORLIN
1470 PLATT ORIENT, NY 11957
O 4 817,
Er-DA q
O
O Az 9
O O O O DECKETI #
x O OO O STRUCTURE k
O k �
O O a F
O O
O O O x0 x
DECK
� N � 9
O
\111, .. , .258'
O O PROPOSED
Ox OO k O
UEXT'G ADDITION
ORCHARD 15' 30' 12
$12
60' 4 @
k O
O EPEA = -
FUTURE SITE
�& �� 1/30/2D'2003
O O OF POOL SIT N 12
SITE PLAN
SCTMj 1000-27-01-10.3
S. M. NAME
TOWN OF SOUTHOLD O =9 PROPOSED SUFFOLK COUNTY, NEW YORK s A
BARN 8 DWG. NO
e�
m
3o-D PROPOSED
16'-4 3/4• 13'-6 1/4• ACCESSORY
12•-7 6'-4• BUILDING
6'-0' LS
s
WD SLIDING DOOR 2868
- - - - - — I
N (
- - - - - - - - - - - - -
ORLON
I � I
o
RESIDENCE
ORIENT, NY
ARCHITECT
FRAM( UELLENDAHL
P.O.BO316
GREENPOT. NY 11944
TEL 631-477 8624
4 FAX: 631-477 2997
I q OWNER
MVNA 9 AMR ORUN
= 1470 PLATT ROAD
3 ORIENT, NY 11957
TEL 917-254 8171
FARM EQUIPMENT WORKSHOP i� Rto a
STORAGE STORAGE �c�` E '
, I o
PLUMBING NOTE F-
o q�
CONTRACTOR SHALL PROVIDE PLUMBING LUES FOR l N
ON 2X10 AOC GIRDER -1 PRUDE PLUMBING LINES 3
FUTURE BATHROOM UNDER CONCRETE SLAB ONLY. ON 1'-0 OW Sa1ATU8E ' p
A PERMIT FOR THE BATIIM AND REWIRED SEPTIC I FOR FUTURE BATHROOM ON
2'-0•X z•-D• X 1'-0• VERIFY LOCATION W OWNER }I �l\�I
SYSTEM WILL BE APPLIED FOR BY POOL CONTRACTOR I POURED CONCRETE FOOTING Z 1
AT A LATER DATE. L A 5
PART OF THIS PERMIT APPLICATON IS THE
INSTALLATION OF AN OUTDOOR SHOWER HEAD AND
HOSE [XB. r 7—.T r 1 DEPRESSION IN Sll�
PITCH TO DRAM g
FOUNDATION NOTES85
STRENGTH = 3000 PSI AT 28 DAY AS% C-94
READY MIX CONCRETE. INSTALL RITE: 10/20/2003
ALL FOOTINGS, FOUNDATIONS, ETC 9*1 REST ON L — — — — — — — — — — — — — — — — — — — — — OUTDOOR SHOWER HEAD SCALE 1/4' = V-0
UNDISTURBED SOL & HOSE BIB
ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. — — — _ — _ — — _ — — _ — _ — _ _ PROPOSED
WD SLIDING DDDR 2868 FLOOR PLAN
9'-0 12-7 6'-4• X. NAME
• 8'-0• I5'-s• ,A 13'-2• .AJ FLOOR PLAN A - 10
g UK. NO
ROOF PROPOSED
40 YR ARCHITECTURAL GRADE ROOF SHINGLE TO MATCH o ACCESSORY
EXISTING RESIDENCE BUILDING
FOLLOW MANUFACTORER'S GUIDELINE FOR INSTWTION:
N 12OMPH REGION: 6 NNIS PER SHINGLE REOU 0 L5
15 LBS FELT o
1/2•COX EXTERIOR ROOF SHEATHING
2X8" ROOF RAFTERS 0 16.O.C.
2'7(8"CEILING JOISTS 0 I6.O.C.
6'/ 1'-0"VENTED OVERHANG
MATCH DESIGN OF EXISTG. VENTED WAR FACIA BD, O��'�
& GUTTERS OF RE90ENCE yN
RIDGE VENT
2X12 RIDGE WALL RESIDENCE
12 2X4'STUD 0 16'O.C.
2' COX PLYM
112
s/O TGCONSTRUCTIONCO�NSTRUcrroN CEDAR UDCAL BOARDS ORIENT, NY
12
2X8 R.R. ® 16" O.C. 3 Tom' g ARCHITECT
w C4 I3'_IO' FRANK UEUENDAHL
P.O.BOX 316
X8
RR. GREENP(XU, NY 11944
p ® 76.0.E TEL 631-477 8624
2X4 SRID
e FAX: 631-477 2997
2X8 C.J. 0 16 O.C. HURRICANE CUP, TYP. OWNER
RW &ANGDOR ORLN
DBL. 2X10 H ER 1470 PLATT ROAD
ORIENT, NY 11957
-254 8171
RED 4
o '#
9
EQUIPMENT (2) 2X1D AOC GIRDER STORAGE
2X6 AGO SILL PLATE
26 ACD 914 PLATE
5/8'ANCHOR BOLTS 0 48'OC.
8• 1'-0' DIA SONANBE 8• ' w/ FENDER WAM.
.. .• r r r V m
FOUNDATION 8
4' POURED CONCRETE SLAB g
INSTALLED ON 4' THICK RASE COURSE
CONSSTING OF CLEAN GRADED SAND OR GRAVEL j
COMPACTED ALL 1 PDATE: 10/20/ZD20D3
2X10 AOC GIRDER ON 1'-0"D0. SONARIDE SCALE: I/4" = 0"
0' X 2'-0' X 1'-0' POURED CONCRETE FOOTING
MIN. 36' BELOW FKAL GRAD�
(AFAR ON UNDIS1JRBED SOIL
s�
x CROSS SECTION
8
W. NAME
CROSS SECTION Owc NO A - >>
e�
PROPOSED
ACCESSORY
BUILDING
JV.0
W
Y8
6
ORLIN
RESIDENCE
9 ORIENT, NY
9
9 ARCHITECT
e.
FRANK UOIB94 L
RUM 316
GREENPORT, NY 11944
LV TEL 631-477 8624
j FAX: 631-477 2997
OWNER
RIVKA A AY;DOR ORUN
1470 PIAT[ROAD
3 NY 11957
171
E A
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I
I
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l i - - - - - I I
- - - - - - - - - - - — - - - - - - - - - - - - - - g
r
a
DATE: 10/20/2003
a
SME: 1/4' = 1'-0'
FS
NORTH ELEVATION
_o
DWG. WYE
NORTH ELEVATION A - 12
M. NO
PROPOSED
ACCESSORY UILDING
e
ORLIN
RESIDENCE
O
ORIENT, NY
T
2
O
ARCHITECT
FRANK UELIENDAHL
s P.O.BOX 316
OREENPORT. NY 11944
TEL 631-477 8624
< FAX: 631-477 2997
OWNER
90 ✓t ANODOR ORLIN
1470 %ATF ROAD
- - - - - - - - - - - - - -
3 ORIENT, NY 11957
- 54 8171
REQ Ah'O .
_ _ _ -
- Ll
— — — — � — — — — — — — — — — — -J - - - - - - - - - - -
8
W N
O
C
& DATE: 10/20/203
W, 1/4' = V-0'
_
3 j EAST ELEVATION
M. NNE
EAST ELEVATION A - 13
DMG. NO
e�
PROPOSED
ACCESSORY
BUILDING
& LIVINGROOM
EXTENSION
a OF THE
ORLIN
RESIDENCE
rR
9 ORIENT, NY
0
s ARCHITECT
o FRANK UQLENDAHL
- P.080X 316
OREENPORT, NY 11944
TEL: 631-477 8624
< FAX: 631-477 2997
OWNER
RIWA& ANODOR MN
1470 PLATT ROAD
3 ORIENT, NY 11957
TE - 8171
�EFtED q9
C�
-i
FE � *
s �
- - - - - - - -
� g
- - - - - - - - - - L — J - - - - - - - - - - — - - — — — — — — — o
o
�V
& DATE 10/20/2003
SCALE 1/4' = V-0"
_19 kccessory Building
WEST ELEVATION
8 DWG. NAK
WEST ELEVATION A — 14
cz� DWG. No
PROPOSED
ACCESSORY
BUILDING
9
\ ICE SHIELD UNDERLAYMENT 6
REQUIRED - 24" FROM EDGE b
HURRICANE CLIP `•
TYPICAL. ts ORLIN
ALTERNATE POSITION OF
HURRICANE CLIP USE
SIMPSON H3 `L RESIDENCE
9 ORIENT, NY
SIMPSON H2 HURRICANE
CLIP NAILED. FROM PROVIDE 8d COMMON 'd
RAFTER TO STUD. - NAILS ® 4" O.C. AT \ 9 ARCHITECT
TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL
5 - 8d NAILS EACH END 1 SHEATHING. FRANK UE11fN0ANL
P.O.BOx 316
GREDFORT, NY 11944
APA RATED PLYWOOD TO \� TEL 631-477 8624
EXTEND TO TOP OF TOP ��., FAX: 631-477 2997
PLATE. OWNER
�\ RM(A A AYIGOOR ORLN
1470 PIATF ROAD
3 ORIENT, NY 11957
` TEL-3t7-254 8171
-,
_(2) 1MAL DOORS FOR
1/4" WOE - 20 GAGE --��,
R.O. FOR SLIDER `HEADERS PS TOA STUDTCONNECTION
WITH TRIPLE JACK STUDS
-
----H T16L TENSION TIES
AT JACK STUDS OF -
8FT AND 9FT DOORS 11
i
i
.-,--.ACO ACO SILL PLATE
I TOP OF FOUNDATION
WRAP + NAIL STRAP-
(
TRAP f g
( 4 - 4d NAILS ) a
AROUND SILL PLATE Z
AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGEDEa
METAL STRAP ® 48" OC. --1 1/4" WIDE - 21GAGE
4 - 8d NAILS METAL STRAP ® 48" OC.
MAXIMUM.
NAIL SHEATHING TO SILL PLATE
8d NAILS ® 4" O.C. r
'J G� .y'4',;} ,:1�'<`,•: C�'"' tib;,• G"�S' G�: •:!:... .:G`C- F.: 3.• s.?t'
2 x 6 SILL PLATE •f.�'�F• y<ir±;;>y n.'- r^,4?�•,y'a..l::'.:Y 'r'•si`•r a.1A,r�.'~•f �.• :+xoa+:s` ' •i::• ' o
z"=.� p,,;i::.SY��G�?�,t.Yiw'�:��:?a�.,tJ�J. yt 9ri• '�7;�"^ .%t!
TREATED.
ACQ •:fr, t.o' s•'�..• 7:k .. h a"',. F rq�{`:..p1-
G L•.s•{-`;*;a7' Gis' e-�:f: r�r'itil v.�(77jr 'y- s.�y
D: lira- `^ ''ay�:. '� .sa-t.rN.. •-•�:'6 �SJ ,TA,(•.��:.i,+Ua;. • O rhC.%7ti D ;
(2)/NS REBARS •:;c (..•p�"i`>:,i; ���: "i':,:',;t.L• s. �ti�:`J'V� a7 �� Gn• ..�ji.�.i;u•��.rJy,��; ���"
�t kii tc�;:atl;fr ;c;�{:�. •` acs;-�£�• "�uxf; ..,. �.>••.tirf. e ��rY•t}a;•�'ad:� & DATE 10/20/2003
5/8" X 12" A.B. ® 25" OC. .. �Z,;•.:•` ni•" ;:Y�'tG' .:'!`'":tt ,•�i'=...it.. G� r C ::ry.�Y� a•a s..t'.r�.�cr.05w:
8" P.C.F UNDATION w/ FENDER WASHER. 7 .:P�1T+7.;J'];+i.YV.�c{wa; i�4Cr_�..f(1.i�Cr.,y,-'�i+Ff7 3. xd :? trii`C'�"Y.rn�7'.J '
Q {{y7,�.q ... `5:� +•`:TOS .p7`i v70i
W/ 1'-4 X 8 CONT. FTG. COCC. 3':2C.G7'�F•' .'�t- ':;c. N,.at:A:. ....,• .f?'•`j.a�'ri! wCG"F'}yv _
..�'-; G• ;. l({u:l.. Xie, r. v.
FRAMING DETAILS
SECTION ELEVATION CRITICAL PATH
S DWG. NAPE
HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 99. NO A - 15
FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCMCE. PROPOSED
Joint Description Nail Sizes Nail Spacing o ACCESSORY
ROOF FRAMING BUILDING
1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED X Rafter to Top Plate (Toe-Bailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter is
DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR Ceiling Joist to Top late {Toe-nailer n/ per joist
BETTER. Ceiling Joist to Parallel Ra ter (Fye-nailed ri ac each lap
Ceiling Joist Lops ov r Partitions Face-nailed) n/a each lap
2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8' Collar Te to Railer Face-noi�ed) n/a per tie
MIN. THICKNESS OR AS NOTED. Blocking to Rafter ( -nailed 2 - 8d each end
Rm Board to Rafter�End-naffed) 2 - 16d each end pRLIN
3. ALL SUBFLOOPoNG MI . APA RATED All
EDGES
WALL FRAMING
EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF
PLYWOOD TO BE SET ON SOLD BLOCKING. GLUE AND Tap Plate to Top Plate (Foc -nailed) 2 - l6d per foot RESIDENCE
NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Tap Plates at tersectian Face-noded) 4 - 16d joints-tach side
Stud to Stud Face-noiledsj 2 - 16d 24 O.C. e
4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Header to Header (Face-nailed) 16d 16" o.c. along edges
WITH DOUBLE UPRIGHTS, 9'-0° AND OVER WITH
ORIENT NY
TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud
MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 - 166dd per 2z8 stud
5. SOLD BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Bottom Plate to Floor Jolst,Bondjoist,Endjoist or Blacking (Face-nailed) 2 - 16d per foot ARCHITECT
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a
® 8'-0° O.C. MIN. PROVIDE 2" SPACE FOR AIR FRANK UFllENDAHL
FLOOR FRAMING P.0.80X 316
CIRCULATION IN ROOFS. GREENPORr, NY 11944
Joist to Sill Top Plate or irder (Toe-nailed) 4 - Bd per joist TEL 631-477 8624
6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Bridqi,ng to Joist -nailed 2 - 8d each end
stairs etc. ) OR AS NOTED ON DRAWINGS. Block ng to Joist Toe-nail Z - Sd each end FAX: 631-477 2997
Blocl in to Sill or Top Plate ( Toe-nailed) 3 - 16d each block OWNER
Ledger to to Beam Face-noted 3 - 16d each joist
7. DOUBLE UP FRAMING UNDER All POSTS AND PARALLEL Joist on Led ger to earn Toe-nailed 3 - 8d r joist
PARTITIONS OR AS NOTED ON DRAWINGS. on
Joist tJoist End-nailed) ) 3 - 16d per foist 2 RNKA 14
Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per root 3 11957
70 PLATT ROAD
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED
WITH RATED GALVANIZED METAL CONNECTORS BY ROOF SHEATHING [5117 71
'TECO° OR APPROVED EQUAL. W UE((FC'Si
Structural Panels Sd 4° o.c.perimeter zone
other 6 o.c. edges of �V 9
9. NAIUNG SCHEDULE SHALL BE AS PER THE N.Y.S. pane], 12° o.c. interior
BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS Diagonal Board Sheathing , of panel I
SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. 1" x 6 ,or 1 z 8
ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1 z 10 or wider 3 - 8d per support
10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d M 4°
CEILING SHEATHING
o.c. EXTERIOR EDGES AND 6 d 0 12° o.c. Gypsum Wallboard Sd 7' edge / 10" field
INTERMEDIATE. o
11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING
AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12' field
Fiberboard Panels c
12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 7 / 16 6d 3' edge / 6' field
AND STUD WITH GALVANIZED HURRICANE TYPE 25 / 32' 8d 3' edge / 6" field
CONNECTORS BY "TECO' OR APPROVED EQUAL. FOR
TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Gypsum Wallboard 5d 7' ed a 10' field m
CCLIPS AT ONNECTIONS. ALL PERIMETER JOIST TO GIRDER Hardboard y
Particleboard Panels 8d 6" edge 12 field
13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing 8d 6' edge / 12" Feld o
1" x 6'°ar 1°.z 8°
PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL 1" x 6" or wider 3 - 8d per support
o
PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND
HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED FLOOR SHEATHING
AS PER MANUFACTURERS RECOMMENDATIONS. WEB Structural Panels DATE: 10/20/2003
STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND
BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4' 1" or less 8d 6' edge / 1J' field SLE.
LVL RIM JOIST SHALL BE REQUIRED AT FLOOR greater than 1° 10d 6" edge / 6 field
PERIMETERS. HANDLING, STORAGE, AND ERECTION OF Diagonal Board Sheathing
COMPONENTS SHALL BE AS PER MANUFACTURERS I; x 6"or 1° x 8° 2 - 8dper suppoFRAMING NOTES
rt
RECOMMENDATIONS. 1 z 10 or wider 3 - 8d per support � Nailing Schedule
14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA Nailing requirements are based on wall sheathing nailed 6" on-center at the panel ed e. If wall sheathing is nailed 8� DWG. NAME
GALVANIZED MACHINE BOLTS 0 12' O.C.. 3° on-center at the panel edge to obtain higher shear capacities nailing requirements for structural members sholl
be doubled , or alternate connectors , such as shear plates , shah be used to maintain the load path. 8 A — 16
When wall sheathin4 is continuous over connected members , the tabulated number of nails sha8 be permitted to X. NO
be reduced to 1 - ttid nail per foot.
I lo— �y-aq
1�
q _ SUFPGL:CG!'urli7 CE?I4i.D,'0!TOF;,3^I T'.l z C3V!'GL:
SURVEY OF PROPERTY
MAINjj DateSEP202006 oio> " SITUATED AT
OAD„S ORIENT
� ✓ e ” � TOWN OF SOUTHOLD
NOTES, _ _ _ _ - SUFFOLK COUNTY, NEW YORK
1. S.C.D.H.S. REFERENCE No. RIO-99-0175
2. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM OutiiS cSUV�st-T..rr�sl.7-:,�_;,•,,..;.. S-C• TAX No. 1000-27-01 - 10.3
EXISTING ELEVATIONS ARE SHOWN THUS:29A
-- ----- SCALE 1 "=40' IG1
JULY 20, 1999
DECEMBER 13, 1999 REVISED PROP, HOUSE
OCTOBER 9, 2000 REVISED PROP. HOUSE
OCTOBER 26, 2000 TREES LOCATION
NOVEMBER 2, 2000 RELOCATED PROPOSED HOUSE
NOVEMBER 14, 2000 REVISED PROPOSED WELL LOCATION
JANUARY 20, 2001 FOUNDATION LOCATION
JULY 2, 2001 FINAL SURVEY
JULY 13, 2004 UPDATE SURVEY & PROPOSED CABANA
JULY 20, 2006 FINAL SURVEY ON CABANA
AREA = 134,203.72 sq. ft.
S 3.081 ac.
N
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COMPANY
N1 QRS pARflG CERTIFIED T0:
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NAGANT A. COMMONWEALTH LAND TITLE INSURANCE
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11 11 °Y5 D�F \ wFu EDUCATION LAW
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1 1 N101F THPUMIDES F SURVEYOR'S
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TO BE A VAUD TRUE COPY
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THE EXISTENCE OF RIGHTS OF WAY
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
PREPARED IN ACCORDANCE WITH THE MINIMUM
BY THE LI FOR WE SURVEYS AS D ADOPTED Joseph A. Ingegno
BY THE L I ALS MO APPROVED R%`EC5AND ADOPTED
FOR SUCH USE BY THEN YORK STATE LWD
mLE M.C.Tra. Land Surveyor
�U, Iz iWVl�p
OJ�P4c' •'?;, ^ '�/ Title Surveys - S-Hlw9ions - Site Plana - Construction Layout
PHONE (631)727-2090 Fox (631)727-1727
OFFICES LOCATED AT MAILING ADDRESS
49668 322 AD, New AVENUE Rlverread,PNewBox York 9111901-0965
RIV322 RO, New York 11901 UE
1
99-468H
MAI SURVEY OF PROPERTY
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""°TEs SSR. ORIENT
1.
ELEVATIONS REFERENCE No, ED TO N.G175 .2$J
2. ELEVATIONS ARE REFERENCED TO N.G.V.D. 00 DATUM TOWN OF SOUTHOLD
EXISTING ELEVATIONS ARE SHOWN THUS:
3. MINIMUM SEPTIC TANK CAPACITIES FOR A CABANA
ANA SYSTEM IS 1,000 GALLONS. SUFFOLK COUNTY, NEW YORK
1 TANK; B' LONG, 4'-3" WIDE, 6'-7" DEEP
4. MINIMUM LEACHING SYSTEM FOR A CABANA SYSTEM IS:
1POOL; 4 DEEP, 8' dla.
S.C. TAX No. 1000-27-01 - 10.3
(� SCALE 1 "=40'PROPOSED EXPANSION POOL
eo JULY 20, 1999
® PROPOSED LEACHING POOL DECEMBER 13, 1999 REVISED PROP. HOUSE
® PROPOSED SEPTIC TANK OCTOBER 9, 2000 REVISED PROP. HOUSE
OCTOBER 26, 2000 TREES LOCATION
5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD NOVEMBER 2, 2000 RELOCATED PROPOSED HOUSE
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. NOVEMBER 14, 2000 REVISED PROPOSED WELL LOCATION
JANUARY 20, 2001 FOUNDATION LOCATION
JULY 2, 2001 FINAL SURVEY
JULY 13, 2004 UPDATE SURVEY & PROPOSED CABANA
_ AREA = 134,203.72 sq. ft.
5 3.081 ac.
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1
SIS, o EDUCATOR IAN.
�1 1 gEV);RiY PAgKEg l wE11 COPIES OF THIS SURVEY MAP NOT BEARING
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NOT
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AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
PREPARED IN ACCOR CE WITH THE MINIMUM
STANDARDS EDS Tm SDRv£r5 AS 0 ADOPTED Joseph A. Ingegno
BY THE LIALS. A APPRG'ID AND ADOPTED
FDO SUCH USE RY HE NEW TORK STATE 4ND
TTTL
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i
C'I O PHONE (631)727-2090 Fax (631)727-1727
ZA SJQ, OFFICES LOCATED AT MAILING ADDRESS
N.Y.S. Lic No. 49668 322 ROANOKE AVENUE P.O. Box 1931
RNERHEAD, New York 11901 Riverhead, New York 11901-0965
99-468G
MAIN SURVEY OF PROPERTY
NOTES ROAD(S R, SITUATED AT
1. S.C.D.H.S. REFERENCE No. R10-99-0175 Z`SJ ORIENT
2. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM TOWN O F S O U T H O LD
EXISTING ELEVATIONS ARE SHOWN THUS: 200
3. MINIMUM SEPTIC TANK CAPACITIES FOR A CABANA SYSTEM IS 1,000 GALLONS.
1 TANK; 6' LONG, 4'-3' WIDE, 6'-7" DEEP SUFFOLK COUNTY, NEW YORK
4. MINIMUM LEACHING SYSTEM FOR A CABANA SYSTEM IS:
I POOL; 4 DEEP, B' din. S.C. TAX No. 1000-27-01 - 10.3
(� PROPOSED EXPANSION POOL SCALE 1 "=40'
W JULY 20, 1999
® PROPOSED LEACHING POOL DECEMBER 13, 1999 REVISED PROP. HOUSE
® PROPOSED SEPTIC TANK OCTOBER 9, 2000 REVISED PROP. HOUSE
OCTOBER 26, 2000 TREES LOCATION
5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD NOVEMBER 2, 2000 RELOCATED PROPOSED HOUSE
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. NOVEMBER 14, 2000 REVISED PROPOSED WELL LOCATION
JANUARY 20, 2001 FOUNDATION LOCATION
JULY 2, 2001 FINAL SURVEY
JULY 13, 2004 UPDATE SURVEY & PROPOSED CABANA
AREA = 134,203.72 sq. ft.
3.081 CO.
NIOIF S PARDO
wINtFRED EVERN WBL CERTIFIED T0:
VACANELD) " COMMONWEALTH LAND TITLE INSURANCE COMPANY
(FARM LA Q1 1� AVIGDOR ORLIN
RIVKA ORLIN
o `I CEMBO[IL �N ;
SFPIIL T11IX;^ l
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rT N/O/F ENZO TEST HOLE DATA
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1 1 /"Spout UNAUTHORIZED ALTERATION OR AUCTION
TO THIS SURN IS A NOUnON OF
SECTOR 7208 OF THE NEW YORK STATE
1 1 N10/F RK ER Imo/ IXI511NG EDUCATION LAW
1 1 PAW61 COPIES OF THIS SURVEY MAP NOT BEARING
1 TawT BEVERLY �_ _ THE LAND SUINEYOR'S INKED SEAL OR
/�p����I�l.A�•.�y l����� EMBOSSED SEAL BRIE NOT BE CONSIDERED
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COMP NAND ON HIS BEHALF THE
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O1N UL 5 53° 1 2,DO NI am Z�zO �� ! Q-� - TENTING IN IONEES F STEDTHE HEREON, AND
ISE
TO THE ASSIGNEES OF THE THEREON RISE
CERTTCATKINS ARE NOT TRANSFERABLE
THE EXISTENCE OF RIGHTS OF WAY
wwww AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
oa�lEst�r�wso�a�rreov�
PREPARED IN ACCOR E WITH THE MINIMUM
BY THE U. FOR AN DRVEYSONE ASD ESTABLISHED Joseph A. Inge gnu
BY THE LI ALS- AN PROVED AND ADOPTED
EI-AN
FOR SUCH USE 6Y NEW YORK STATE LWD
TITLE ASS
of N Land Surveyor
'C�Q�TI A.1
co 0
1' I ,' 'k Tithe Surveys — Subdmslons — SAD PlDns — Construcbsn Layout
., I ���14 i 0=
I PHONE (631)727-2090 Fax (631)727-1727
OFFICES LOCATED AT MAILING ADDRESS
ItA1 1) A' NY S c. No 49668 322 ROANOKE AVENUE P 0. Box 1931
RIVERHEAD, Neal YOLk 11901 Rivelhend, Ni,. Yank 11901-0965
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