HomeMy WebLinkAbout30043-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-30471 Date: 10/01/04
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 660 ED'S RD SOUTHOLD
(HOUSE NO. ) (STREET) (RADILET)
County Tax Map No. 473889 Section 79 Block 6 Lot 36
Subdivision Filed Map No_ Lot No_
conforms subs tautiall,7 to the Application for Building Permit heretofore
filed in this office dated JANUARY 12, 2004 pursuant to which
Building Permit No_ 30043-Z dated JANUARY 27, 2004
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 PND ATTACHED TWO CAR
GARAGE AS APPLIED FOR.
The certificate is issued to ZOUMAS CONTRACTING CORP
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0275 09/29/04
ELECTRICAL CERTIFICATE NO. 88634C 06/20/04
i
PLUMBERS CERTIFICATION DATED 091/23/04 HI-TECH PLUMBING
r
r7'd 'gnature
Rev-Re 1/61
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)
PERAPt NO-. 30043 Z Date JANUARY 27 , 2004
Permission is hereby granted to :
(W LOMBARDI) ZOUMAS
55 PINEWOOD ROAD
CUTCHOGUE,NY 11935
for
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO
CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR
at premises located at 660 ED ' S RD SOUTHOLD
County Tax Map No. 473889 Section 079 Block 0006 Lot No. 036
pursuant to application dated JANUARY 12 , 2004 and approved by the
Building Inspector to expire on JULY 27 , 2005 _
Fee $ 1, 017 . 00
Authorized Signature
ORIGINAL
Rev. 5/8/02
Form No G - ._..`_ .
TOWN OF SOMIOLD _ _-r- 3
EUMDING DEPARTMENT
TOWN HALL [r__02 9
76s-lsoz - --
APPLICATION FOR CERTIFICATE OF OCCUPANCY v�,.,•,• C;i ';;� 'iJ04D
This application must be filled in by typewriter or ink and submitted to the Building Department with the folk• . .r.;:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual m, :.. r
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 Undem-riters.
4. Sworn statement fromplumber certifying that thesolder used in system contains less than 2/10 of 1%
5. Cornrnercial'building,industrial building, multiple residences and similar buildings arid installations, - .if1cate
of Code Compliance fromm architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to Apri19, 1957) non-conforming uses,or buildings and "pre-existing" _ uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topogi.. i.
features. _
2. A property completed application and a consent to inspect signed by the applicant.If a Certificate of C ,):uicy
is denied, the Building Inspector shalt 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.dwelli;-,_ _x.00,
Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00,Business_, ::. 0.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Photocopy of Certificate of Occupancy- $ 025
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential$15.00, Cou-nnercial$15.00
`� Date.
IQew Construction: _ N Old or Pre-existing Building: (check one)
/ f
Location of Property: le O &�p 5 i j .U' S u-T,1{4 L�p
House No. Street / Har, ._.,
Owner or Owners of Property: E u.'v1.6&+ L tir i 2A CTfl Ci—
Suffolk County Tax hfap No 1000, Section 7 0 _Block_ G Lot _3L
Subdivision Filed Map. Lot: __ r
PennitNo. JOC 'iPS Date of Permit- f 7 0Applicant: ZgPvm&5. Ent--Tr 4i.Ttti'Cr t� �
Health Dept. Approval: _Underwriters Approval: _-
Planning Board Approval'
Request for: Temporary Certificate Final Certificate: T (check one)
I Fee Submitted: $- 9s' Cho i S
L 2 d LPA ) 5 plieant Signature
t
�Q��g11fF0(� 012
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Town Hall;53095 Main Road = ,`=_y �j - Fax(63 1, ,- - :-23
P.O.Box 1179 Oifi 1� Telephone(� . " --1802
Southold,New York 11971-0959 �v� ,g., .f�IZJ
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
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CERTIFICATION
Date: � 3
Building Permit No_ ��'3`go y+3
Owner: 20V,V' lz?fvT2ac7i� � �y�
(please print)
Plumber:
(please print)
C
I certify that the solder used in the.water supply system contains less than 2/10 of 1°c
lead.
r _
6
(Plumbers Signature)
Sworn to before me this Z
day of
Notary Public, County.
i
i Et r!-74 G.REIMUZ71,JR.
WCT Y PUHIC..t;a V.elEalYot'd
tiaa:,! d in S;;i'c;�Counly i
a
• - '.� / _ �� I -,� f ,.� ° r ;�ixR Lo-.` `.- -���J a � s+c -:�:- s'�.y,><=!. ,.2 3
A Electrical Inspection Certificate
_ Issue Date Electrical Inspection Service, Inc. Application =_•t,
�.r. 8/20/2004 375 Dunton Avenue 88634C E•
r — East Patchogue, New York 11772
(631)286-6642
r
_ Issued To: Zoumas Cont. Corp.
Street: Ed's Road
y Village: Southold Zip: 11971 Town: Southold
z� Section: 79 Block: 6 Lot: 36
- Contractor: D. L. T. Electric (L) Lic. # 4966-E = v;
ti- G
2z_ Was examined and found to be in compliance with the National Electrical Code. — (,
❑ Commercial ❑ NV Defects ❑ Pool LXJ 1st Floor LJ Indoor X Basement ❑' Hot Tub - a
J Residential LJDet. Garage IXI Attic 'J 2nd Floor LJ Outdoor LJ Addition LJ Survey
Ear
Switches Receptacles Fixtures GFI Heaters A/C Fans
24 46 35 5 5 =3,.
L• _
Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves
r
1/20 1 30 1 20 1 40 1/20
Furnace Oil Gas Circulators Smoke Detector Bell Transformer
1 x 2 7 1
�f Meter Amps Phase UG/OH Jacuzzl Television CO Detector _st
Ct 1 200 1
Bldg. Permit:
Other Equipment J2
E a " 4 20/120V special outlets
rrj �
i 00amp panel with main breaker ,
I Hugo S.19urdi ;
President _ ^>
Rough Inspection: 06/10/2004
. Inspector: John Mc Mahon III -C-
Final Inspection: 08/19/2004
rInspector. John McMahon III
•5- This certificate must not be altered in any manner. Inspectors may be identified by their credentials.
I - u G, III`I/�NI I n �{,In V i N ul IU yl�yulll 1 tl �Iirt�r�I ul I _'htbl nN IITI I�i IG1li i 1 leery II ,
1 - r�NHIIiF. ♦ Nl�l �I i11f�1 TrIN�I f�FI.I1.t{-,j,yp 'I 1 - 1NIl r\[il(��IISI
Ali - �11 INNI.,I 1111=111 -•~,•''
S �7 , 5�� 5' '4F- MM\ M ,r�• �M,�l IVI l M.1. 11'y 4.F-�J NA� MI �� wl .,\ .t.l �1 — •- ��
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r , TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET �! ( VILLAGE DIST.1 SUB. LOT
10 alrdB
FORMER OWNER N .fie a E ACR:
Iv(;l/f,(v 44 S W' TYPE OF BUILDING
RES. SEAS. { VL. FARM COMM. CB. MICS. Mkt. Value
LAND IMP. . TOTAL DATE REMARKS
r.
it 7/0(-L 44
i� A;/O a r [
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD
Meadowland DEPTH
2n
House Plot BULKHEAD
Total DOCK
SUNRISE ABSTRACT LLC.
P.O_ BOX 199
SHOREHAM, NEW YORK 11766
VARIANCE SEARCH
TITLE NO. 622-5-1960-SS
STATE OF NEW YORK)
SS :
COUNTY OF SUFFOLK)
PAUL DERWITSCH, being duly sworn, deposes and says :
That he resides at 10 Long Bow, Wading River, New York 11792
and is over the age of 21 years and that he is President of
SUNRISE ABSTRACT LLC.
That under his direction, title was examined to the parcels
of land described on the annexed Schedule and labelled
Parcels A, B, C, D & E
That said examination, dated January 19, 2004 discloses a
chain of Title to determine if any contiguous property was
owned by an owner of the property involved since the date
of any previously applicable Zoning Ordinance as of
2000 and that this affidavit is made to assist the Board
of Zoning Appeals of the Town of Southold to reach
any determination which requires as a basis therefore the
information set forth herein and knowing full well that said
Board will rely upon the truth thereof .
SUN f E A TRACT LLC.
Sworn to before me this
day of 200
Paul Derwitsch,
President
BARBARA DERNFITSUI
19TAR'f PUBLIC,State of New Ye-
No.4800193,Suffolk County
Term Expires March 30—W-1,17 0 U
n �
i
DESCRIPTIONS
PARCEL "A" (SUBJECT PREMISES) 1000-079 .00-06 .00-036.000
All that parcel of land being in the Town of Southold, County
of Suffolk and State of New York, being on the s/s of Ed's
Road, approx. 125 X 100 feet .
PARCEL "B" (ADJOINING EAST) 1000-079 .00-06.00-035.000
Parcel Approx. 25 X 100 feet u
PARCEL "C" (ADJOINING SOUTH) 1000-088.00-03 .00-001.000
f
Parcel on n/s/o Bayview Rd. approx. 110 X 232
PARCEL "D" (ADJOINING WEST) 1000-078. 00-09 .00-066.000
Parcel on s/s/o Ed' s Road, approx. 110 X 166
PARCEL "E" (ADJOINING NORTH)
i
Ed' s Road
STATE OF NEW YORK
COUNTY OF SUFFOLK
PAUL DERWITSCH, being duly sworn, deposes and says : That he
resides at 10 Long Bow, Wading River, N.Y. and is over the
age of 21 years and that he is President of SUNRISE ABSTRACT
LLC. That the above is the true description of the subject
premises and of the adjoining premises as shown on the record
in the variance search made under the above captioned title
number.
Sts TRACT LLC_
PAUL DERWITSCH, PRESIDENT
Sworn to bef9re me this
a( f-V day of Y--4" 200Y
BARBARA DPRWIISU-9
1IGTARY PUBLIC,Sbte of KW YoO
No.4800183,SuNk Cuu
Term Expires Pnrrh 351,1 dc) 7
CHAIN OF TITLE FOR PARCEL "A"
Walter & Gloria Pulley Dated: 4/13/67
to Rec. 4/17/67
Joseph & Grace Waldvogel Liber: 6139 cp 86
-------------------------
Joseph & Grace Waldvogel Dated: 11/17/01
to Rec. 12/20/01
William & Phyllis Lombardi Liber: 12159 cp 445
-------------------------
I
William & Phyllis Lombardi Dated: 10/15/03
to Rec . 11/6/03
Zoumas Contracting Corporation Liber: 12282 cp 208
LAST OWNER OF RECORD
g
CHAIN OF TITLE FOR PARCEL "B"
Edward Nidds Dated: 5/12/70
to Rec. 5/14/70
Town of Southold Liber: 6742 cp 112
LAST OWNER OF RECORD
2;X
UN SE AB�S(TR�ACT LLC.
���r�cfi,�'r
Sworn to befpre me this PAUL DERWITSCH, PRESIDENT
,�6RR day of Vllj
2001
BARBARA OERWITSPI
IWAR'f PUBLIC,State of New yuzi'.
No.48''0183,Sutielk INIRtY
Term Expires F.4arch 6,76 0 7
CHAIN OF TITLE FOR PARCEL "C'
Catherine Harvey n/k/a Dated: 3/20/91
Catherine Fahner Rec . 4/2/91
to Liber: 11241 cp 338
Helen Okula
LAST OWNER OF RECORD
I
CHAIN OF TITLE FOR PARCEL "DIN
Catherine A. Kenny, as executor Dated: 6/16/99
of Margaret C. Kenny Rec- 6/29/99
to Liber: 11972 cp 326
Patricia A. Byrnes
LAST OWNER OF RECORD
STATE OF NEW YORK
COUNTY OF SUFFOLK
PAUL DERWITSCH, being duly sworn deposes and says : That he
resides at 10 Long Bow, Wading River, N-Y. and is over the
age of 21 years and that he is President of SUNRISE ABSTRACT
LLC. That the above are true chains of title as shown on the
record in the variance search made under the above captioned
title number-
CT LLC-
S;l
PAUL DERWITSCH, PRESIDENT
Sworn to be ore me this
?,A day of 200Y
BARBAPA OERkN 010
,iGTAAY PUBLIC,State of N Y ,'.'
No.48B01B3,Suffolk Goan:E
TBr°n Expires P4areh N.-W—2C O -7
Appl
Owners N �I Dale
Owners Name, � / Reviewed: � /-5
Architect/ �j Date
Engineer Submitted: t/�z
SCTlv4 M:
District: 1,000 Section: JJ-- 131uck L,01: 34.
Project Subdivision
Location: 4 P—r F–Z�_ � Name:
J
Singh S separate Required
cerUfcalion: (Yes /No1 4
6
l
Rcq. U 11cy.
Zoning District. 1Lo1 siu-K& Auual: i G�-t7�a I [Ul coverage 01 tO Propnscd z� �
i
Rcq. i Rcq JJ r r _ Req 2 _
ljrront Yard _Proposed:_ 1 [Side Yard C �'.� Propose } SSL J [Rear Yard �_ Pro[wsed- J S
Project Description:
AGENCWERMITS Permit .
REQUIRED FOR REVIEW N.A. NO YES Number
Suffolk County Health Dept. C t-10 -tz 7.
New York State D. E. C.
Town Trustees
Town Zoning Board approval:
li Town Planning Board approval:
i
I -
Flood Plane Elevation ???
Flood Zone: —1 ,
Notes:
3S r
Ff G 7/'- �ILarLu t l f!� :Fo;
t "
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIIAATTC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load:45 Wind Speed: 1201\1 PH j Seismic Design Category: B_
Weathering: SevereFrost Depth:3611 , ' te:lu-H__Decay-: S-NI
Design Temp: 11 _ Ice Shield Underlay: VES_ Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERS /PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS: YIN j
HEADERS:Y/N WALL STUDS: Y/N GIRDERS: VN
CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS:Y/N
LUMBER SPECIES AND GRADE:Y/N
DESIGN LOAD CALCULATIONS: Y/N
LIFE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:YIN WIND:Y/N C/
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIRENIENTS: Y/N r
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N
FENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE: Y/N i
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAM: Y/N `� f
LOCATION OF FIRE PROTECTION EQUIPMENT: Y,N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALCS: Y/N
TOTAL COMPLIENCE° Y/N (RETURN TO PAGE ONE)
M-1802
BUILDING DEPT.
SPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
R ARKS:
DATE �Or IN
SP
765-1802
BUILDING DEPT.
1 "PECTION
[ XFNDATION IST [ ] ROUGH PLBG.
TION 2ND [ ] INSULATION
! [ ] FRAMING [ ] FINAL
[ ]
FIR PL E A C IMNEY
9
REMARKS:
F
f
{ f
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DAT ET J 7 INSPECTO
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2N,D [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & MNEY [ ] FIRE�SAFETY INSPECTION
REMARK L
I f
DATE INSPE
a
765.1802
F
BUILDING DEPT.
INSPECTION
j [ ] FOUNDATION 1ST [ ] ROUG PLBG.
[ ]
FOU .. TION 2ND [ e4 ULATION
Y
[ AMIN [ ] FINAL
] FIREPL CE A CHIMNEY ] FIRE SAFETY INSPECTION
REM
DATE INSPECTO
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING [ } FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFE INSPECTION
�� 1
REMARKS:
DATE �� c INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
] FOUNDATION IST [ ] ROUGH PLBG.
1 [ ] FOUNDATION 2ND [ ] INS ION
[ ] FRAMING [ ,pj FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
,I
Com_
I
DATE INSPECTOR
FIELD INSPECTION REPORT j DAM COMMENTS �
FOUNDATION(1ST)
------------------------------------
T
FO "ATION (2ND) nr SURVEY n
ION LOCATION .
APPROVED. G� o
J v 0
rn ^]
ROUGH FRAAiING&
PLUMBLNG — G
9
[n
INSLTLATION PER N.Y.
STATE ENERGY CODE
00,
FINAL,
. r
ADDITIONAL CONBIENTS "
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✓L D
2
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6 71
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TOWN OF OUTHO�,D BUILDING PERMIT APPLICA2',10N CHECKLIST
BUILDING DEPARTMENT - - - - Do you have of abed ibe'foAowing;beforetapplying
TOWN HALL Board of Health
SCUTHOLD, NY 11971. 3 sets of Building Plans'"
TEL: 765-1802 Survey
PERMIT NO. Check::..:
Septic Form''=
N.Y.S.D.E.C.
Trustees
Examined -,20 Contact-
.— ZOUMAS CONTRACTING CORP.
-approved ,20 Mail to: -
Disapproved a�c Wadirja � ryY�Y178�
Phone: 07 J 9- 4S-70
Building Inspector.
APPLICATION FOR BUILDING PERMIT V
Date Z f1 20
INSTRUCTIONS
a- This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with
sets of plans, accurate plot plan to scale. Fee accordingto schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building.Permit to the applicant`Such a permit
shall be kept on the premises available for inspection throughout the work: -
e. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupant.;
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
Reeulatiors; for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply witkall applicable laws, ordinances,building code,housing code, and regulations,.and to.admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if//acorporation)
T ® eo>o Rai W AD m { JQV.ZAt N y
ailin address ofli lidant Z
(M � g P ) fl79
State whether applicant is owner', lessee, agent, architect,engineer, general contractor, electrician,plumber or builder
Name of owner of premises
(as on the tax roll or latest deed)
If applicant i corporal' gnature of duly authorized officer
(Name and title oF-cbTprffate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work/will be do e:
6l�lo C- 0 S Aj�) /-N L—ft6`y—
House Number Street Hamlet
County Tax Nlap No. 1000 Section ? Block O t7 Lot 3 b
Subdivision Filed Map No_ Lot
(Name)
..
I. State existing use and,dccupancy of premises ana mtenaea use auu
a. Ekisting use arid-occupancy
b.,_Intended use and occupancy r.Amj&y P(A a�,�
Nature of work (check which applicable):New Building _Addition Alteration
Repair Removal Demolition Other Work _
(Description)
4. Estimated Cost -000.00 Fee
(to be paid on filing this application)
�. If dwelling, number of dwellingunits Number of dwelling units on each floor I
If garage,,number of cam
6. If business, commercial or mixed occupancy, specify nature andgxtent of each type of use.
7- 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
S. Dimensions of entire new construction: Front S� Rear 4 Z-9 Depth '3R-2
Height 2t7 Number of Stories 7-
9
9. Size of lot: Front Rear J Depth
10. Date of Purchase Q C1 Name of Former Owner lildl fi, 4.0 'O 4-ism LO ixBArw7
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation: N o
13. Will lot be re-graded Will excess fill be removed from preses: .YES .�
14- N-as es of Owner of premises ZJ m/�,0, 664 dW6aes�s �qo f&i VV FF P1YAgNo. 4 Z 4-ti E7 0
Name of Architect --�,Address PhoneNo
Name of Contractor j�� Yvaa�eK 4iyAddress --Q� Phone No. 6-g-`/S70
15. Is this property within 100 feet of a tidal wetland? *YES NO O
j IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE QRl UIRED
16. Provide survey, to scale,with accurate foundation plan and distances to property lines.
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1 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 )
7-.o y N\" being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the ( to QTO-.A-C.-L
(Contractor,Agent, Corporate Officer, etc.)
o i said owner or owners, and is drily 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.
S worn to before me this
Z/ SL day of L?iy 2003
Notary Public ignature of Applic t -
S r EPHdi JZZ►
N G. REM .JfL '\\
L
.SfaPa±;Bey i�:a•
WELL WELL
tJ Ii
Qw SURVEY OF PROPERTYSIMATWD AT
°
A\ BAY VIEW...
TOWNOF SOUTHOLD
s
s ,
SUFFOLK COUNTY, NEW YORK j
o d S.C. TAX No. 1400--79-•.06-38
Civ 0�40�� 1 4 SCALE 1"=30'
Y P,
NOVEMBER 8" 2000
CESSPOOLS DECEMBER 6, 2000 AODEp ADDITIONAL WATCR SUPPLY & CESSPOOL DATA
�O 3 9� �� FEBRUARY 25, 2001 REVISED PROPOSED SEPTIC SYSTEM LOCATION ,1
WELL 2'S Op. •• 47 O AREA = 12,500.00 s9• fl.
SI'llo
�• O boa, 60, :' .. � � k'� 0.287 ac. ,
O 40 gyp
41 l]O � c /
9" OO, Gp? A'O�W, MUB�/
CERTIFIED T0: s
WILLIAM LOMBARDI
v, '\J < PHYLLIS LOMBARDI
S�I'e ' i / ' Y I COMMONWEALTH LAND TITLE INSURANCE COMPANY
� 'CJ ,ys;
, 5. MnP �'", F�1 ���iii . C V�'C �JM�PCGTI4►N RIGLCKIIR�D I
tiGME to=Mom
BAi�i
ITARY 9"TEM
o ,
,E�.' a L� /SNC _ 1 1, FLEYA710N5,APE REFEgP.NCEO TO J,N ASSUMED DATUM
AQ I� O '6 "EKI9TINb EIEVAnONs ARD RN01vN THUS:to
y \ H`S_ �U,j, 2 MINIMUM G"C TANK tAPA0111F9 FOR A I TO A BEOROOM HOUSE IS 1000 GALLONS,
CESSPOOL '•.Cjy O p0 IIS I TAN1��I 9 EOtt��O0,, 4'�'J WIbE, O'-T DEEP
3. MINIMUG.LEACHIITb SYSTEM FOR A 1 TO A BEDROOM HOUSE IS,Alr r9 �.$IOEWALAAREA
` 1 P001.1 12' BEEP, B' di..
,
Q 1 S o
yn !' .. PROPOSED EXPANSION
p00L
/\ V y
CF2 Al \ A, 4 PROPOSED LFACHINO POOL
6pw SRF S e �51 Q Q\G�Q� PMP069R SEPNC TANK
o °� \ a 8
2 y ` \C` I IG LPU w TN�IpDAn N OF NWALL9 ANO FESSPODLS SHOWN HEREON AflE;FNbM FIE
0 A) �Q OGSFRVATION3 AND/ A DATA OBTAINED FROM OTHERS.
,
o�F((/ G Osy, o p) TEST HOLE DATA N"E"+A""�"ean"�0i ng Rve a A'A'EEs"rlAal""",s""xED
C "9 sk,F Iso, (\l (TEST HGLE DUO BY Mc00NALD CEOSCIENCE ON NOVEMBER 13, 2000) _ 0 NEW.YORKZTA''�°`iA I
72 ° D 1y9�
Q I
DAN eBDwTI sumo ww a
GROWN LOW G1N0 S4 �1 '"!� 2 )_ tl` •'I+'u°.
1
I !
' DgOM1 SRTY SMm SM � /l Ir �1z � ___
A
2L 4P� k1F
N.Y.S. UO No. 4 BBB
SECRON]20B a 111E NEW YCRN STALE
L B EDDIES O UING Joseph A. Ingegno
J'Ir�r•P--S'{;, ,I NOLsf ° WUP9E°N"sw0 THE LAND mRvvORS I m Sm HOT OR
SID
_r,� `r/ - TSG BE A VAIG E ONor BE CDNMUEgED Lard' Surveyor
0�dO1J� LC+%Et+ cgnTTwE wac m HEREDH;v Ri1N -
/ -�' ' ONLY TD n1E PEgSON FDO IWH9M IIIE SUgYEY
�. q PHFPARED ANO ON HM BENNE 10 IN
1 o ynn ,f nn 1Y LIRE COMPARI'.GOVERNNWI.AOFNDV MID 7YIp SUMyS - SubdIWNID09 - $it0 PIUl19 - CoPaINEfIOO LOy0u1
CESSPOOL C((/�1� f,rf,/� io� IDI1IN�G I TIRIRtyI°"p FMT " DI IN5il-
.I'GY �f41 G 7111�N. CER JAWS ADE NGT I"di71sFETUBLE. PHONE (631)727-2090 Fox (931)727-1727
WELL CESSPOOL J C
THE ISTEN110E t RIGHT tc WAYS OEFiCFS LpTq'[Fj1 AT MAIUNO ADDRESS
ARD/ R EA5EMENIE OF RECOD IF
ANY. NN07 SHOWN ARE NOT GOAIVANTEED. 17$0 ROANOKE AVENUE P,O, Box 1931
AIYERU "CYork 11901 RiVGrhmd, Now York 11001-0969.i
LOT MEA2;Sa0 SQ 'ET. n // f
VWTR @V y �
Now. Ott ..FORMERLY
PATRM-A_ BY4NES.
-N '29'57203 E 700.00' ED
tW 1.
FENCE*.
Z
z rn
rn o
0 0
0 C5 . m �.�y o POLE
L J
35.f - 23 0' (D
SUMMIT
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DMVE
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m a
z
a- Q
_ d
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cn
FD
o
E fl
f � O.4'S o
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v. o S 29'571207W 700.00'
l rm M
m y NOW OR FORMERLY
m TOM; OF SDUTHOLD
m m m .
i4 n/100
3 2-26-2004 FOUNDATION LOCATION
THE OFMM(aR➢WBMas;mom mmmm F}pil im sR m *E
PRM-EUT Ups A1E FOR A, iT PUWOME Mo)US AM Tlk7OVE ME ROT. JOB No. 03-515 FILE. No, 829 F
WMM m-aMW-ME E 0n=.OF FBXM iIEMWO YW9M PAWN.FMM - .
P XWA xwMa+W M X0"n ORLAW dTHW CON059 W - . SURVEYED-FOR
UWdl Mam MIE WM OR ADMMH W 7Fo WR&E 6 M MWAOR OF SM W
7= OF 74E FEW MK AAE EFYIGOWi LM .
E MMWM TM NWA7m maM,qW.L RiM+,=Y To na PEMR FOR,WW W nE . SfTT1AlED AT B1 ( vIE1N
SMRYE7 6 pFMMMX No OR 16 Beall Qa'`TrMVE-04~
MWrWf MD UX= r¢mLFr= LWM
LOOM RmmrMX OOMRMRRFs AM F+or v aetE m nnwv.:'RaRiimm�s To" OF SOUT40LD...SUFFOLK COUNW, N_Y.
CR SLMSE2"MOM
mPMs of tF05 sMmr OF mar gFxmFa TAE wu-ssMRuts wo-a WL'OR . .
SCALE 1' = 30' D*TE 1-27-2004
GOOSSM SM.St Wr W_C09KERM 7a ME X VNM IME ate. FILED HAP No. DATE
r CERTIFIED ONLY TO: Tal( MAP No.(REF ONLY) 1000-79-6-36 DSK 2003.
I� HAROLD F. TRANCHON JR. P-C.
LAND SURVEYOR
P.O. BOX gam,
1866 WILDING RIVER—MANOR RD_WADII•SG RATER,
NEW YORK, Yt792
N Y_ EIC..No. 048992. 61- 9-4695
FAROLD F: 't'RANCEION.JR: PENN:.LK:. Nom 215=E
LOT AREA 12,500 SQ. FT. " +�
VICTORIA DRIVE
` Lu RIo
�s 1 R)
(sIA.r 9 1A = 8 ' e
Z 1
NOW OR FORMERLY 2, XL iti
PATRICIA A, BYRNES O:
N 29'57'207E 100.00' W ;
picket fence �_ x wire f4ince )idOlwt
FENCE FC
Q Z prop driveway Q -4 }
� i
PJa t: I�.Bo'PLE
o p 35.1` 23.0• 30'
� O N. Z8• Jam/
m a 36 SUMMIT
r �
U1
— . 19' DRIVE
Z
oa
C Em
r� Q
covered b
y 24.7' 5 Porch
35.2'
O PIP N water service O
O 0.4'S O
0
0 0 � ON MON
0 S 2957'20"W 100.00'
m 3 T NOW OR FORMERLY
TOWN OF SOUTHOLD
m m
m
R' NOTE: CESSPOOL, SEPTIC TANK & WATERS+
SERVICE LOCATIONS BY OTHERS. --< - -
114E EMSTEP405 OF RMT OF HANS AND OR 9kSE„EW3 - 7-21-2004_FINAL SURVEY _ -
OF REQ, IF AWE.NOT SHOWN ARE NOT GRAJ%kWM.
2-26-2004 FOUNDATION LOCATION
�� - THE OFFSESS.(OR MMEPOOOKV SHOWN HEREON FROM THE SIRULRAOiS TO,THE
'PROPERTYlIkES ARE fM A 941WL-KWOSE AM ME AND V*NFORE INE.Nor SOH- No- D3-515 FILE No_ 829 F
NTENDEO-TO WIDE THE EMPON-.O FMMS. REWNRG WRJA POOLS,'PATIOS.
PLANOW ARDS.ADOMON TO W AmNS OR ANY OTHER C9NSROICOOEL .SURVEYED FOR
LMMTHOR001 JLTERATWNOR AOO o TO,Rib SL RWEY IS A IAOIATM OF SE1rTON
_r _JUS.OF THE N TM_STATE EDUCKI E LAW. -
GWRANTEES.WOWM,HERON 94ALL RM MN.Y TO THE PERSON FOR WHOM THE
STGVEY ES FREPAI A NO ON HIS BRWY TO TFE TTRE/OMP . GOWE MBOVi_ SITUATED AT BAY VIEW
. AOENf,Y AND LEPO G MRNTON USTO HEREON,AND To THE ASSGNffS OF THE
LBO"WSTNOOK 4VA M EFS ARE NOT TRXISFERAB.E TO AppRWiw. WSTmiWxs
OR WBSEQ> OWNERS TOWN OF SOUTHOLO, SUFFOLK COUNTY, N.Y.
' -
COPIES-OF THS SIR*T LAP NOT SEE THE LAND SWVEYOWS KKED SEAL OR SCALE 1' = 30` DATE 1-27-2004
EMIMM SEAL 9ALL NOT BE cON90ERm TO,BE A VACG TRIS COPT.
FILED MAP No- DATE
CERTIFIED ONLY TO: TAX MAP No_(REF ONLY) 1000-79-6-36 DISK 2003
HAROLD F. TRANCHON JR. P.C_
LAND SURVEYOR
P.O. BOX 616
1B66 WADING RIVER-MANOR RD. WADING RIVER.
NEW YORK. 1T792
N.Y. C. No. 045992 631-929-4595
HAROLD F. TRANCHON JR. PENN. LIE_ No. 2115—E
_ APPROVED AS NOT -
-
NOTES
-. ... ^ _ THE DESIGNs
DATE: `� 3 / ues ONLY QEND aTRAnNc
Y-•A D
-s-- .-- - - _: EgF'THESYATE OFNEWY6RR
v-. ANDIWPNT Isla DE IN. OANCE
FLOOD LO� .'•TE FiINEW YORK ANDD MANUFACTURERS MBTNOCTIOI
__ YWITH �iQ Fi�_B PSB y
. 1 1+ "-fsrr eM"5 11U �NG r 7nEAY a V"`---_�. ..nygNDE: ON,NO11F1•PACHfrECT DF
COMPLY �:I-IAF ^ 9 _ EPp:4�R'TM -' Avd dualNG cgNBTRMcrI
----=
�FLEY471914 REF ENCS' OT S
,fl9261 V8�,D1¢ redPetTaeSpepsf�'4:Ila pmvitled for ell neYybullainpe in Su ch
-1 eWy,slba9rldlepBle flgm'�Ihe eeeel or road Ifandnp the Property.
t0775f Wlrldowpg�ld'9?,ee bus hal eenGmredinexpNanciswithme
anllb �-an,eedureP.laegnrJ�ilpiMhMi to aMldve the deslpn preaeure speared.
,o!hall A ke(§d SjI kifapPmVell Wedrp laba'mhty. MBWMUM mulllon
mQeflpdMfi�U17S.11ii Met bit 2aP4gle of raele ing a toed of 1.5 times the design
7173.1 Tea Aalenavril4'emdlapdavDenalieonin Such mannaastopmvMt
"hw `EF.1rMInNldn of{valeFvrjMhrthb well"eeneamtily 114'prpvltlthAawelerreaedve;banmr
rll d ear lq_Miriam P" !(a y!(ad 4y'Section R?Ubi
RAB�TB lPi�nl 21ecye"ifap'q�Pdnunurn of aflrinth(75.4 mm)space Mall ba PMYWad
(v�augd a Inuu�er'-and dil arwadllnB al the location of all vents,
R50�r]J rRaab�f a'aeh101lbs Sn In b.m&l lb u Yuarme Sol
o vdm @Mbly mail
Md the aMmved
manaraaalbitling0,B IOu ine.nonce man me ran}abeem blY aha1um la
ylalarl Ins building a=�IruCWfq.F1dMmps shall Lb IncWIleO In pNM a mann"e5 l0
LLJ proybnl Ni bmedng ala woo threugh pro Iomte In lam coping.mrough moisture
Parretti mabehol.ql IaMrsoo-ons wan the rots Phone a oder pbnbuedona or changes
III Mope Raol covalnpa uhall be opposed In accordance Von me uppS®ble provlBWns of
coli"Ibbs nand the man,dbtbner'A InetallaoMmbaunlam.Unaanbymend Mall
Wmnm7 mIn ASI M D 225.Type I."ASTM D AMM,Typb I SMadmi polymer
roomed baupri steal Mallmmi Win ASTM D 1970 Abpmall Milli Shall have
eeA-no Slrlpb or Ee'Interlocking,and chiral wits ASTM D 225 or D 3482.FasLMere Por
ri abp'bolTehing10e SnAll Ica galva,ved Must su lmebe ureml alM4num or copper main
nalem,nlmuul 12 page-thane vem a n,InMum Ld,nn tlIBmemr 1b rWhere Ne mol
Sheathing In IBM than 314 Inch,LoSm.Ne lambnare anuli penedaM through the
onbamlng.Faatanam ehbll mmplywith ASTM FIS87 AAone t Mingles shell have of SUI
ranlenrlm per Means. Urlaerlaymem Mall oe Spread Militia faaeM,parallel to and
nWmnp From
Ina eave and lapped 2InMee,learned suMclarmy to mold In place,End
laps small be offset by B feel. M breab namre tlm averegsdaly tomperam e m January,Is
21d or Ibbs:an n%.banner that nhobi M a bill loo lavers OF unaalaymenl cemented
IvtOlr. nlodud-ildhei polyinur malarOa bhui ahrmt AUII bb Used In lieu of
normal unaerlayrilent Ma w erid from the 00"b"US m a mord at Met 24 Inches
Irbdtlb cab eTlnrmr wall Ilan pl me Willing.Undenaymenl Mplod In areae subs m
JFyq Lr lane mater Nen 1.1 U m�h Mall Napplied WIm Garmbi resistant hisheam In
a v,dh"M WbhfiMn`ufarfumralnnmiwQn.nManenS FashetbmaaloossapplMd
illopg�p 4t7isIgla clot forcer apart roan uSnMns on Cada Flauming Wrespholt
REAR ELEVATION aNnAl"d3'i i amply w,m in,e'kenan Sone and call nai small rte lnaMlled in
s h,L;
g.
lnM Ulpnb,Base hammir Met be of either
g•�I 91a1`p Mal[1 noy"ir arcaix1001&i MlCkrmsS.Cap noshing shall
'l B,AMaI WaIa[M mmlmamindmnal aol¢InGr thlcar,aaa.Velav onrres
e a Gp ..lain aeeurd"and Mslrin Muloetun•i,tellatlM lnbouChms before ..
— — — — bggtyftAypU�elk9. 4u4rltallayel[rg"50•4mev ai pninglae7 vglley_Il�dire dt aneply of
dm0u hroIl M1TMpO amPlylnp vdN ASTM 0.22"-Pype tFw lyM 111 and elle@g43B,inchee
Yndae Rt,etle IrJnQ aegen7rSMA Id Iletnnlana7ahnva utlaA.bd
gam,`IAe2 5r�m,bm un'dudayrRpnl aallp)rinuriGh n.�TbtD tem mdY.ba:,ead lndau pf
ale II�Ijyg Pnmeippl kCrlc0 or
shag be maWllytl omNe nOQ.Ida opanyMlmney
g[aa]Ar IPdr�7uhgbS4W entiMf-II ll aM rmennpe MOIl6e uhdeLmelal or of Na
be, IF, of agteo+gm cnue g sl'aewareoauxngl nhallwbwtr@unrap:Aaghing
p�elnodf ante?ning�aArLInMev�ince mica won;ax wed aA soil alodc',venpplPe and -
'KlMnuy dp.ehAll a.'applHfd occerdIng to asphM nrylppla menufepureme pealed y.-.
mbeuci
ELEVATION CONSTRUCTION NOTES
RCEFINO B NAILS PER SHINGLE A-SPHALTIFIBERGLASS ROOFING SHINGLES
AND ACLESORIES-SEE CODE NOI ES ABOVE
ALUMINUMGUTTERS ANDLEAOEPSTOSPLASH BLOCK5 OR DRNNAGEAS
REQUIRED
TRIM,V 2%S ALUMINUM
CONTINUOUS VENTED RAKE
EVL IM-1X2
XSOFFITSON 2AS.SPACE FOR SIDING.
AISPHAI1MON 1X6 TRIM
SHINGLES
-°� 1%2aN 1%a TRIM TAPED.VINYLYVEK SIDING AND RAP.VI50RIE5,G TO
TO ORR
STM DFLASHINGS,
TAPED iYVEK HGUSE WRAP.VINYL SIDING TO CONFORM TO ASTM 03579,
APPROVED U.L.,USTED FLUE CAP AND COLLER WITH SLOPED STAINLESS STEEL
CHASE CAP
® CHIYS+ LUES 10 BE 3'-01 MINIMUM OVER ROOF AND 2'.0"MINIMUM HIGHER
iHph]fJ�1ES5TRUCTUFE WITHIN 1U'-U" CRICKETS AND FLASHINGS AS
IS REQUIRED IN R908
\ 2nd FLR
AqC,y PtL NIL05121
�y`h e'\° V41CO19� /j i HltfGf
�14Mr�le�eaL" 'IiaPd�,Pal�drarwn,N.Y.11TT7 eny T.I fiaW1831)seaw4da.Fe%IBa179za-9daa
>'� EmBIIa�Ner�aPlb'Mlnenai.-
MRA
024'7 ��Q� SQUJNOLD N.Y.
NP -2
LEFT ELEVATION WWI n6i1iO4 ByEA 7er Re! A-2
FOUNDATION NOTES' .
'- - lli '&S` tay dem6ge add 611 Octa'pIn m11Mct-wgi the ground shall
mgUlla in.uWdf hPP1m'edpreeaure.prearvagve"ated or decay-rOWswnl.lumber.
+ - RX:4,3 I Teem M ends nnldie96grilled holes in accaMMCs whh AWPA R324
SurdnR'dneon Iom,ft" vidTemflWshWWS,Premumpmmmativelyheeledwwdlin
waMonce wits the AWPA MantlaMa hntl Wlalmilam9Hbtntwa6d•ChOmIWI@dll ',
lldfi�rljlgav aHa bs usssenely aepMding do NIB cdnd'Nape.
.eA •' ,�`ds.E'' 24`x".. -•- -
' - Pg01.3 D,64..F•yrrdrd 6ralnhpe e11e rhe Alve�reE-tu jrpauls"other approved Point
M rMlsafM hdl Id scald a hada M,Lata Melt be graded So Beto dreln"ler sway Mum
1Mgph1mil wd, minmium of S Irl has whhlri the Aril 10lessor ewalee shall W j
prdhidl/O 16-8ils28malndr"e'asa ham the educkr.
P,C.WALLWRACE ON
S FOOTING,STOP STDP BELOW GALV AREAWAYS AS 4'-2" •� 04 d I GBOr��}.,','r-lydl evaluation In(lay of 0 COrnpffale geolechnlml evaluation,the d
REQUIRED - ----( -- 1096 napn�VAlYn in Tadle 94tiJ4.1 have been aBeumed.CwnpreaeWle or Wrong.
SIS'ANCHOR BOLT34B"O.C. GRPOE - l 5fd" CHOR BOLTS 48"O,C. IW
e f_ _ _ _ _ _ _ _ ,w,la s h be mn evAd In mMnmienra With R404,4.3'
\- \ \ - \ \ ASSLff,,��pp'yy��rraaSOI�E�p,PINC OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO r
/ J J �3B'a / _..__ I 5Tt)°FCOfMe so oBd HAH 22'4 TNL�FOLLOWMO dLP55P50E-SOILMATERIAL ONLY:GW,GP,$W,SP,SC,GM,GC.
Y a NO'1rIFYARCH1I9CT IF SITE CONDITLDNS VARY FROM ASSUMED CONDITION.
b J @'THICK 3,003 PSI AIR ENTRAINED CONCRETE
0 rK19"WIDE CONTINUWS,HEYED P.C.FOOTINGS 84023 Concrete M61er li uwa to"Lee conclele and(adding thereat Mall comply
olh d n aPpl able SMndaMs p010d In ACI31S orASTM C 1157.RWI(darcng steel and
n ®' WCEILINGlb
/ nflb, �IAIIdM1'75'n�-I dRkmlw,c6 Yri01 AC1315:iVlsher boll@Io de,InmMamlenpe With
- BASEMENT ASTM Soil
ya4"THICK]aW POI PC SLAB ON d - -
N SAND EASE OR SUEGRADE 0 I N1 " C07'1r PRESSIVE STRENGTH:3,000 PSI 020 DAYS.
A I/ E)d FOUN4PTION WALLS,E%TERIOR WALLS,
I, 54" 818" S'd" S-B" SB" B'd �I PPG 1.�BT�PSP DGARAGESABS IS TO BE AIR ENTRAINED.IN
/ I CYN4RRMPNCE'WITP AC131B NOMINAL SLUMP,WALLS S,SLABS 5.
'" UNEXCAVATED
T1' — -Ir R403 ON `€ pblln gh011Ve supported on undisturbed naWrel wild,All egenor
LISTED J —1— I — L p 4"THICN3,000PEIAIREMRAINED W Q m ry � d e(3'-01 minimum below Grede.The Lop sudace of Noting,
DSL FJ P.C.SLAB ON BAND BASE OR „t
FLUE UNDER / SUBGRADE WITH SAS 1410 WELEO 9716hb��.�leV ,C yI1ge'q ysatllp@ and ajspent alp pe requirements M011 be In
I HEARTH (2)I-V9 X11-14 LVL GIRDER y WIRE MESH,PITCH SLAB TO °• rPPf61,W41q �T4D3
w $ $ `GN]"DIA STEEL COLUMN ON 7 / Jh OVERHEAD000RS
F
u v P 2'b'112'V'X1'u"P.C.FOOTINGSFoJlRd�ptl4g6 WBII91h01I be Cansyud d M set Non In Section 11464 and
HEAT Ym b .�- 2 / A Ifs 11vk�d�lBrad egamel 1118 W@If ungl gid Well NoO SUNMIenlatrenBth
O Md'N TR 6 16' agoar above,or hes Ween eumriently dated M Prevent
iI F i!'o rr ��� m� -sR u 2" �r+�§ Cs1' preung le noLregMred rdr wa�M eapparglw lam then 4YeWl ..
jL ID�g � 4w - � � pfyn gRGeabpoN(I P 7FbuPaa'p6n DralnegelAdminege.eYatem unoanigu'red
7 '+ UP— n @f l�ot7){dl)$7131 x'36 vrelWrolna6pmund gl eaOdgroYAl mudure exile
d '� &sftEingm: htA§d@I��tamifirauen$yeMm,Gmup r$3ns,as dadiled lnrenle:.
/ ..\ J / — — — — — J / R ade� uro tlrolly,In cdnfolm@nag wilts 84651 around ell
Y / I — �jfFle n fadnG@ne Bial mfein eeHnend enWmliabll0nle ar us@Ma
5/B"ANCHOR B LTS 48"O cc I _ _ _ _ _ / _ _ _ T _ _ _ epecdUated balmy grede .
�. Vba—CCALEWFA - - - - - - - � 2-0B .1-10 B'3" 2-0 ee3B'<" -�JOIST HANGER TO PPT(EDGER BOOTED TO RIM BOARD WITH VY'DM.GALV LAGWLTS a WASHERS 1W O.C,STAGGER VERTICAL 2-DISCGq j (3),WGALVBOLT"UTF.MASHERSTHRUGIRPERS64MPPi_ Z _ _ y POST FON AI ST mAPC FOOTINGS 'bUC Ghad6 M0'bB welalpldd0d e0 peF 8466,2
— — — — — — — WITH PPA PO6i BASE AND 19-ANCHOR BOLT
2'-0", 23'-0" R T g�y{ ferae(�mldsand outside)M,ateel columns shall be.given e
eh 7�1 ¢111Yg'haliH SKceplTbfwnoelop-raeleten rested 61e61, +
"+' X: plir'A`aryasion reeletanL c0q§d Almtcolumne vvM.tsp bearing plate -
it ^''-' q s J711e Tlla gfidey"'emd,Me oMgnrwM any adusMGle threads on baadngplaie
badI ink 66163061h8T
�r—D Aq $,,$^1y11N VAUTH FOR TRIPLE
p`(, PtIf--Vf.GIRDER•BEE PLAN
IIECI
NPOCKET
s - ala,DEEP
sn•LL �n ri 'N
-s LVL POCKET 8"
AIR SPACE 3 0
�aN 0.2- 7 Q� B`fMINIMUM BEARING' - STEEL OR SOLID
o SL'#5 SHIMS
O :8592;0' P2"TWO PLY BEAM POCKET
'.,. :`. P4."THREE PLY BEAM POCKET
ANOHOR OF SILL
L KEY NOTES KEY NOTE
LWRHINO"-02"OFSILLPLgTE 8409 OUNOATION WALL J3" HIC 3000 SINK E10--1; EDCONCRETE RSW EMENTS B.. -' - Eric Nicosia
ENDS 0RSPUCES B 3-CENTERLINE R4rc5 OUND,F NGS B'%1BWID
-FNA- -10--1;
EYEIE' TING9 4^THICK PSIPC LABONSANDBPSEOKSU RADE ARGHITEGT
`tCENTERUNE NTERIORIBOLTS a'HIGH S"THICK WALLS SUPPORTING d'OR LESS OF UNBAYANCED�FILE,OR WALLS
egryp OT REST ON THE.FOLLOWING SOIL TYPES-SANDY GRAVEL AND OR GRAVEL 13503' GARAGE SLAB
_ -(GWIGP),-SAND,S1l.1Y Sap7O(6W,SPi 00 NOT REQUIRE VERTICAL REINFORCEMEN 1'4'1M1 3 FIJI NR BNTRAI ED P.C.SIAB N NO BAS - 414 -1,elnM,Guhe"103,Pod Ja6eryon,N.Y.11777
Y a 3LOTEq SQUARE � RNJOIST HIPNOER TTO PPT EOGER�LTEP TOCHITECT IF SITE RIM BpgRODITTON2 ARY,. O 5U EWITHB%810110WELE WIRE MESH,PITH JNaphoM:(531)B2B�455.Fac(631782&8593
Email:SILL 85022. DEC ORCH-TO HOU CONNECTION: SLAB T00 RHEADDOOR '5IB"ASTM 307 GRADE SO D Q WASHER DIA GALV.LAGSOLT56 WAS ER316"O,C, TAGGER VERTICAL - M1Bo- U.L.USTEO FWE VD ROAD
THREADED L ANCHOR BOLTS SO 2" BOLT 8502.2,4 pECN/PORCH GIRDER 5 TO FOOTINGS: MIBM NONCOMBUSTIBLE FIREST P AT FLOOR56CEILINGS SOUTHOLD, N.Y.
AT 9B"O.C,WITH NUTS ANO / - - 2)518" LV.BOLTSMUT5/WASHERS THRU GIROER6B4%q PPT37(3"%12"SLOTEO SQUPAE G CORNER M1301 HEAT UNIT U.L.0 TEO BOILE HHOTW TER TDF�UNIQATION FLAN
T EDGE POST B%BIFMORE THAN 4'LONG ON 12".MIN.DIA PC.F TINGSWASHERS(SIMPSON LBP512. 1308 PPOTECRON CO FOR ANCE WITH U.L.LISTING,.WITH PM POST BASE AND 12^ANCHORBOL UNDATIQN WALL +t.QOC'Q40�21 P .'$Dade:�1/Bh_ir�n
8403.1 5/8"ANCHOR BOLT 48"O.C. 8403.IX CORNER BOLTS Datd:121/04 By: E.N. Rev: �_3
• 4cV`,C TOTES -
UrT���ER,(QQ�%BOUGI'-q$FIR-LARCHM2.PRESSURE
s_RJ= ,'RIjFAUP.y §gRTOBEOF SOUTHERN PINE e2.
tE4Xg6rt,[6 YOBEi 2.2X10 MINIMUM UNLESS NOTED
SOLID META.CLOTHS OWER FJ(HAUST DUCT TO y -
WERonWIN OPNPER,INSTALLED IN CONFORMANCE :C-.-.LE3?lOW10INLVLB OR ANY HEA�IIF,R(fBIRDM,NOTCHING AND -
wrtH Rt501 ANo MArvuFACNPER's INBiALLAnON {q:O O=;§�IQ'Sp"JQ)STS ARE TO BE IN CONFORMAACE WITH
64'-D" INSTRUCTIONS AND DETA,L yPr_pp-
6' 111 11. 4" 41.6. :e-0GY:e-0rITT UEPI) HEARTHS AND AT FRAMING OPENINGS.SCUD
cEMER GN SM CR'a -NulER NON LOAD BEARING PARTITIONS.I.JOIST$TO
my. core PPT STEPS x�n+M IpYFORM T7MANVFAAriT,.URERONS:
91'NSTRUCTI
a x-Sino zaxtD o-°11t° LAUNDRY v -:,RAF--R HALL 9',fi LOCATB0 DIRECTLY OVER TOP PLATES.
¢ W
a:€ 17-0" 4- ld-0^ ""� " a B" 22'-" 4" CI ref Or SOLID WEBSTIFFINERS AT ALL SUPPORTS.OIAPHRAM
ri +'al•4r4hSEP.r,>}A14€R^M�EOR GYPSUM BOARD CEILINGS AS
,q 0 q xH _D�'I RAFTB"TOP CHA3`ESOANDPORCHS.
b OI F VFNI a' x'A'WICE yC HOUR U.L LABELED e
� ¢ 6E caSWOFIREDOOR. L F]` RPO P51,, TOHA MICIMUMVALUE9ASF0LLOW5:
g a'-2 2'-e^ . OM iii`ul oRE00Roir.Fv�RES PeI
q FAMILY NOOK a® KITCHEN v $
LL 8 REP H
res r O+- MVUIjAUM OP a"BEARING.NO HOLE$ALLQWEOINLVLS.
�� affWPE x GYPSUM BOAD ON WALLS,
qz3 r .d ® CEIJNGPNOBEAMSWIN1a-T`rPEX L - ALL MEMBER LVLSARE TO BSPABTENED TOGETHER
C i4i / LAP 9TAROVEA § R M GYPSUM BOARD ON INSIDE FACE OF U TLH%
2941E TOPOFWALL Y %U4Op2`owsc)P16dr4AILS12-O.C.,3ROW8'OFT6d
E
J 0
_ HOUBEWULPnJOINING DAUGE. pp Gr o ]_ CR 14"-18" G'OF FOUR
MIDFARERS
Jaz g x-9h0 �e 4070 ^b loco° Y § °. 71'.lL`=\s O B04`lIAG'OF POUR MEMBE AAO FASTENING OF
�d- m 2x,0 GARAGE y A R P
Selly ¢ a m 24DND v it 132 - S r: ACF0•l I.0T1-PLYBEAMS.
Y�3gu 4"THICK3am PSI AIRENTRAINED gg ` '
\ 4" 111 4" .10 T-6" P.G SLAB ON SAND�49E GR RR
N 9UDGRApE WITH BN¢im10 WELEO CO`NEG-.Cf_TTF
USHHE50ERS,GIROEj$STPBI-FRAMING
hCCASF-_, NUPRGTURE4B INSTRUCTIONS,-S, i
��t rl WIRE MESH,PITCH SLAB TO -
0 OVERHEAD DOORS
o E b T y d _ — — — -'IF= L.AOP -ECTION SHEET FOR ADDITIONAL ROOF STRAPS,
b E b 11Eke-+AW ol':STRAPS HOLEXCh/I SHEAR WALL$,ETC,
am .� LIVING ® S. ; DINING y®y -1L:v 7-3C__E-M •S '. AFAPAWFCM REFEgENCE
6 x f R rr - x UP g 3 S _ �) %37 SC___Ib_PUFTB RIO NCONNECTIONS.
N a y
ENTRY a'r"—a" 46" d 4' LOCATIONCammtlpNeils- qNA 8 NAILSPACING
-0„ n ry 121ta'A"x3-,w"LVL 1xl taw^xo-1r4^LVL - ROOFICEILING:
2,
- - - - -
�v mm AwR,np$ninglen B vl gnella, shingle
22xt0 2-xlrto (2),�t4'X%il4"LVL 29tID 4.2x10 $mrcanW Shnothlnl}IRRder Zone fid d'o.c 4Xlge,l2"O.C.nee
.Sburlurel SOeethlRg'4'Peninfor Z0lre Ed
6°e;UoI D.C.her
Iwo/ T-0„ Twm Ire m Ire m twrmt a,-0„- rer 4,8, 2'-6„ B,-0„ 77.0„ B,-0” 2,-d, 1'O mph-Sheathing'4'PedmHer Zen. Btl 6"o.GedAtl, B"G.G Raid
o o * ° B'-0" ' �" Sheathing,@Fluun Pntl Flying gables 6d 6'o.oedes, fi"ox,field :
B'-0" COVERED FOR $ r" "�f}` 120m r Flaah C ldF In ablea Sid 4"a.e ed e, 4"o.c.fleltl
a b 4 P'- d' g g g
1a'xs'PPT ` k rn 574"X0"PPT TOP RAIL ON 2X4 PPT FRAME WITH dX4 PPi POSTS THRU ReiNrRnplete poe•nailRtl) 3-Bd per reher
T-T'� B;� T-1" 07„ 3'd” 3'-a" e".,,d 7-4" B" T-T' DECK 6'MAX O.C.2N2 CCA NEWEL POSTS 6"O.G Coming JoluyTOpPassa (tde-haled) Malperloiel T
DUMMYGABLE 5'7(5"PRIMED AND PAINTED PORCH POST WITH" Lall�i lrp Ja'eyP�rd4a iiafler Q4canaled) 3-ietl each lap SCJ orlon lop pieta
1' 22x10 eB'-0" L9D0 iy UPLIFT CONNECTION TOP ANO BOTTOM Cm,nd Jo)n Lepat FONGgr(fdia-neilm) 3.160 Sao op
PPT STEPECeRaIr Dun m RRIR Bhoses akd) 2.10d Per He 3-0Od req®120 Mph MBS
23`4" Bactineroq iheT crraHlelled) 244 each and
64'-0^ Rlm(laecle%`=-(an&ralled) 2.16d each and
CVPaUm Board-Col ng Btl mol T'b,o.hags,idb.G held
% MINIMUM WINDOW AND MULLION DESIGN PRESSURE RATINGS=OP30 UNLESS NOTED. A WIND BORNE DEBRIS PROTECTION Crum Boom-We 5tl mol T.'mc,ad 10b.a.fold -
WALL
v
WINDOWS ARE SHOWN AS ANDERSEN 400 SERIES TILTWASH WITH LOW E GLAZING(CPU),ATWSM Ar'aeaxithln humrarle prone regionAwitMn one mile of the maital mean high water line whale -SMAtUreI Smming- ad- Gi Acetlea,l2"d.c.tlald
PROVIDES A CLEAR OPEN AREA OF 5.771 SOFT AS PER ANDERSEN DATA the baelcwilco epees is 110 miles per hour OrgreeleD or whale the besicwotl Speed is equalro _110PIRRIT Tap PlaNrgawnPllgd) 2•i6d perfect-
or greater than 120 mole.per hour shell have gliasd openings protected from Mndbonm debt[., 'Tap PMl it Allomemcht ltko,Tlalled) 4-164 ;Ohlaa3dl Bids
VERIFYALL QUANTITIES.ROUGH OPENINGS,MULUONS,TEMPERED GLASS LOCATIONS BEFORE ORDERING Glued Mpeong protection forwirdbome debda shell meet the requirements of the Large Missile SMtl To Stud llnsrdlod),. 2,16d 24!'o.C.
WINWWSIDOORS AND BEFORE FRAMING OPENINGS. Teal of ASTM E IBM and of ASTM E 1686 refererradlhareln.Woad stucturel carrels wAh B Haed*%(blydere(feca-nted) 16d IS"0.0,along edges
minimum decline,.o17116 inch and a maximum Span of 8 reel shag be permMed for opening )r=Plate kpb4(end help led per stud
XEXTERIOR WOR ASSEMBUES ARE TO HAVE A MINIMUM DESIGN PRESSURE RATING DPW. proocbon in orre-and Nal.stary,budtlings.Penels shall be precut to cover the glazed Openings TPI to Stud(oB-nailed) 2d0d per SWtl
i gg00m PlAke:4q RPerJoleyRlm 2N6d PerloOl
with eBeGlmem hardware privided.A6achments shall be provided in accordance with Table
R301.2,1.2 or shall be tlealgned to reelal the mmponmm and cladding load.deonninetl In L
aeeordends with the provisions of Cls Cotle ",T�G$cMTdor De-nale 4. 5'q.petlge,l2"O,Glleltl.
.(aalR$I� /Glrdbr(De-RPlletl) 480 pgrlMlet
HARDWARE:2-1R"efi SCREWS I6'O.C.(12"O.C.IF PANEL IS OVER S-V) Bddfllrp loJclet'(loei�gegetl)' 2Ad each and
BpCllog ut-99I (WemlydY' 2-Btl "alt end
SHUTTERS SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD ASSOCIATIONS Si�dnp ta.,$IN Of'Top Patme(Na-nalled) S-160 each block
DESIGN#1 SHUTTERS FOR WOOD FRAME BUILDINGSLgdgrer$RI TA"BaaM(fam-vitae) 3`1Bd asC11J01st
Ja'f a gdr`To Basin'(lo4neiled) 3-Bd perlold
E�rldS YM" -npllIII 316d perlol.(
- 96n$�9Etp 51I-lelq hpe.nmlee) 2.1fiel parfaof
0*11JE19 09 IN CQNEQEU&6=WITH MAN'IF INRTRI JQTIQNR.1
...ass• ..-:,.a .
LIST OF ABBREVIATIONS _,EED A+
q(ysErie.GNFNITiFLJGOT
"
Ia
APPROX. APPROXIMATE g( C' NICOSAA AMER PLYWOOD ASSOCIATION meQ
-
& EAMPDGO:T C9 Ya -\yt� -7 1- 4147Aeln SlmeLBWIe2o3,PMn Jelfmmn,N,Y,11T77
GO CARBON MONOXIDE DETECT rf "0 TYlaphgne:(031)028-0468.Fee:(631)025-9543
C.M.U. CEMI t MASONRY UNITS Q 11 '1 x A Emelt ncroaclfflMplMAbw.nol
DP DESIGN PRESSURE RATING
sl
fJ—.r-J.W FLOOR JOIS ,CEILING JOIST,ROOF RAFTER I ROAD
PC POURED NCR f !'
PPRESSUREP RS RVATIVET EATE13 WOOD --
U.L UNDERWRITERS TORY N� SQUTHOLDI N.Y.
.C. GN CENT R SPACING I J OQ
P TY
. PICAL f:IR5T —LOOP PLAN
D MLU
CONNECTED SM01(E DETEC OR
Lu GRrel us J060 bdo02i Scale; 118u=:v-O"
Date �l21/04 By:E.N. Rev: _4,
" F LANI 4E?ERE C�EcNOTES
g., lizIry„Ia9oll 00 eheilhava pyiiog pmydg ns than enwvdth
_]n pryer 3.gle7Jnp m;eN ddpre a 0xa0 slpe"aisle, cors In lose than 00"eboye
N,_.-.
of Ips,•,? d over'd+yareamof dies tweed position floor,elite
, I ';a-a�a:•'goe-- CJ ge avm`§eguaro Past endless Nen 70".above P,bm.
G a`x-d•row>�`•.4V��y/B'llb'p0lfipE Sea calnpleele levl of R306:4 Glaiing lm eP�6ca an
of
6 o=e,q�..and alnped glazing shall comply With title election and have fully lempemd
41'-0" I S30]G:.-.;e ulrr'dng p-r�loplandItd'Sepgraaml risb5red to bq as noted and In
B'-1�4"„ d" 5'.0^ 5'-0" 4" �aRi= n-zB or4(b,'<;noun
yenW Babyds allad beblpped to rSgliyle the Movement o
fly n yd-:fu-4 n•axeN�le'plalnvohklaarNydosNreY.
n 2 n•+u+e+
S4]"+I9 --2airive and'reeve opeghme shay have a minfamm nel deaf
Fj_o�_
24xta a a9n9 -'Pr-+2ul:iuBJare f6Z 4'rfrifdmmm c9ar-opwldg halghy 20"minihWm dear opening
912'-2" 4" 2 " 5'-0" 4. 2' 4" 11'-0" 4" w-nn TasdI I"� _ `2•!: LFp'S�TAI WAYS,MANDR.AILS,GUARDS SHALL BE INSTALLED IN
4" b n ,�vOHreo rg7 - _l'$"OR:'AN ,, THTdIER"SpEC7NEC00ESECTIONS.ARCHITECTIS
°� ]�F9taln A ,ork?.,^rte_:=.EFOR THESEIN6TACLgTI0N6.
` — L BEDROOM3 ? -`" iibjiba'afesathan 1111096 In dear Wdhl Be al palate above the
R BEDROOM4 (BATH sG � tir:,•aL-am•-:a(�lY shni'llelaw the requeed headmom height Handralls shall rrot len n'-+r T:m:-.34 a_Inches on aberaide dfme atahway and the minllnumdearMcit+of
a as10'4N ':-w+y al�azdlaw he.handmS helghl,ydudldp beetle acid landings.shell not bs?r•.--.whole ahan troll le Installed on one aide antl 27lanes whereBass
-„'n4:ai-cvJ_•IpnIypN Bide@.Tile mWaum r-r ' - ,r1•rcx.S5eMlbeg"inwnfaTorowRhR014.2,Minimmheadronnfi0".Al
-IGm 2-4.ra:ir•=:d.JiWIIfyminadonlg accefoonce WNl SectipR R303.4.Erdmad, 2%J—W
a%10 y rp:?_e; ;_nena��yiA eijallh�ve walla,Under oleic surface antl airy avmte prataGe0S.W¶y'4Qm1'nch au"Im ddar3'.
�°' „-nr._-,ving minlmurn antl maximum heights of 341rKhoo and 3B Indies,
VL_r• -,:rd4su'ctl vdrDwdy"m Me nosing of ala Vaads shall he Branded on at least
bMASTERGBDRM BEDROOM2�. R -i:5::i•. r 1¢dildltINli/A lndlaa minimum b2-S/B Mchee nKximuM.Edge
TO` .41 1g-10' 14'-B" 4” er4 ,e robe mmlmum 3B lncAss(914mm)In height.Open Sides Of'Bush Wh
0 man 3gln6fiass above the guarorgmal.belowabalfhave guard@(each
2-2x19 znxm a a2x+02 tp axslt6 + _ Y in'S�l2dillfilfalgm madBWed vertically from me nosing ofine band.,
- r 4 .r Nsar rewmsndea to he hlOherJ
'' I I 7 +- - 'a aol�Igplo-aB�donpmake gegns ehalClomeil_ed,Y+asr7l aleepinp roam,
4'd" 0'-0 ,I B'-0" 5'4" B'-0" 4'-B" + esy019site In lmml-Iay nUnl"'67o11h0 Us
41'.13"
e9ch
K 41'''.1.0" I _1zt,far rI n such pa dig"rr tyadt Ih e1$dcbjg tlgannladTfvhe�qeeydrmcm tlWILL weNa vacs 90
N the
..�_ura u.fd�luiilLTfSsslemraf1611 bg rraany wdlhy In pll.badrodmeavar
(!i, :.y=_):a- aa/pydy lviYlaN N1>$A'ePorfdddal@GbaaA.All @/ggkq afaenp M@ygeps�ppdd_
i. I iir air
clot
INdded9 and Ola hnus6hold 0rewemlhp.
c u _ ur 19 MNFPA12. - -
+_- - - iwlpnp;gnNina of lnGudllry Nm,dooror Who"frames eheP.F.•=+
7 k-,3 j*dt1Uon or nolgroalm plan 200.Well and calling finishes shall hay.0
.-WO-181C 3u Index'or net. mthall490.
_Rop_ RBWATTICACCESS WEATHERSTRIPED 3/4^ ' J --rcr shall be n@Ielletl oR Or@welm-m-vAme!@IQ@al alllmulONon.
PLYWOOD HATCH IN 72"%32"FRAMED OPENING \i4,3.,Yt 11 ineys ihsll be Ms"tied,onchumd,supponad aM reirdomed as
WITH DOUBLE CJ AND FRAMING HANGERS Ieti-tJ 4J•ipp'l�ggrplip Ula'dpplimWepiovfWonsa(Chep(ele3',46ndgwfmappikaws
r_7m--- ,.n w-qua?ib)ea and hrealapino, -
R53:--'a x�•atd`An i'gcc'ae6e aPen n4'shall be pmaod to atdc areas that exceed
'r'r...w sR) d, yaa YeldrFI heI0M o13o Mches ergremm.The mugh4ramatl
C1.0 pj:-:,rat O late dldp 2$'Ide yM bM lndlee and sha3 be Iomled ine haMay or
.m'e4c r 3r:,a>p bl@ IOcatlory A 3LLinch minimum unobstructed haodmom In the attic
_ _jc@?a to utWdo j 0l war,ppint above the a clas opening,See Section M1305,1.3
•„7nonto Where mechanical equipments located In ante,
'co;•L blpgleulgdoN Bhell be separated a filrimurh of 3 lllchaa from raraeee
'JI• gf.c. nm`9t0 0other heaFproducing'devibea or separatedIn sowmance
Lsb ulaled to pia me fsluII@dnp.Recessed Ightng insylled m me
u,Ara m_-,rGi ipp eh3d:mgtCft"Iiemenfe of9ecikn N7101.3.
ED ARQS &riccGNicosia
0y a�G NICO, J,
414MUIn Strop, ulla203,Pon JeifereaNN.Y.t1777
Tq(epha w(631)9204439.F.(631)02&9543
Ease:amhted®opionllne,hel
SOUTHOLD,KY. .
N n A9 oar 0�pwND FLOOR PLAN
F n- 049;*921 Scale: 1IB"=1'-0"
Date, 1121/04 ST.E.N. I Rev: A-5
MID RIDGE
19'RAFTER LENGTHS ENERGY REPORT;
12 Com 6TH1;emilfi"ed6y;Vse'Iif TheIJSDOE sorywere approved by the sacmkry or
+' 7 2 VENTING TO BE IN CONFORMANCE '"919 j j'Ip Iid/jkof7115Naw York Sole Energy Cogsmation Coneouctial
WITH CHAPTER 31-VENTS 3"MIN.VENTS THRU ROOF �f 9 r"5,59L'Sona 1D2,50_,501•aIM 605,-email be mel,
�77� .:.m.:._. -.
"REShcecl-d"lil Report
I•--1,5" 1«1.5" ..NRLv �1ee naervellon Conabutllan Code
[-1.25' 125" ROU re�Ts. n3.`w`d3n ole'
�3 WO LAV 3"WC LAV C6UN31'`S"urtuiM,'HOb:57501 TIYPE-Doadl l Family,HEATING:Non-ElecUl
R.1e INSUL 2" 15" TUB 2„ SHOWER COMPLMNCE:Paeeea
Maximum UA= 359
PmIed UA 940 Groes Glazing I
TUB BATH SHOWER BATH e.1%Bauer man Code AMU CaNdy Coni WDew
5 FDITURE UNITS 5 FIXTURE UNITS Perimeter R. -Value U-Factor UA
Calling l:Fol Calling. 1006 15,0 g,0 51
Skylight Wd Fral Cbl Pars 7' 0.420 3 P
�IF �—I.6" Wall is Woad Frame,16"d.c. 21D2 13.0 0.0 ISO 'y
s 1.25" 2" T Whitlow,l:Andaman Lox E 206 0.340 71 j
WC pyy WASHER Door l:Andersen Low E 40 0.340 14
STANDPIPE Dear 2:Solid-,partial gmdng 20 0.220 4
RIM SGML IJOiaT 1.5"
LAV _ SINK 8 -`g„ Floor l:Wood Jolsta 1003 ISO D,0 47 ri
BLOCKING R-13INSUL S• Boiler l:02 AFUE i
V 1/2.BATH KITCHEN WASHER •C CE'ST TF,AIENT TDapmpoaW building hoewril In cols dou!menl Is
4FIXTUREUNITS 3FIXTUREUNITS iFIXMRE UNITS FRESH eSuDud�frl'p19r9Padficdpm•,anid"geltuiatans subirl with '
F - thi ��[pKe de on Thf plopo*aysLems Have been waioned N meal the
3"WASTE 4"HOUSE GRAIN AIR IN NNbN YddCB."Blorgy ConeelV�Don Csrmwctlon Catla mqulreinenls.
FINISH FLOORIN00ry CLEAN OUTS AS REQUIRED MOUSETRAP 4 ARCHITECTS SEAL,SIGNATURE AND DATE IN TITLE BLOCK
v4•w1X PLYWGGO BY SECTION P3005.2
12'APPROVED COPPER 4"CAST IRON SLOPED TO ENERGY NOTES:
SUPPLY UNES APPROVED SANITARY SYSTEM
RIM BGAAO IJ019T P-td-INSUL 'CB IIIty,1;:F,IAW61IiAO R-19.0 wily InsviR6on,.VentlEtion battles,
BLOCKING PLUMBING RISER DIAGRAM b2Imj2f CihIiidia Catl9g,RIIS.O Wetly hmulatlon.V601811011 baffles
ji�1,340
Spa
SCHEMATIC•NO SCALE WeII T:y�rllOd Film '16"'b,e,p"13.0 ravM ineWetlon
mSI .WaOFrpme,Owbae Pena,U fepw10420
Sp '
Daar'l' We,_U-Factor.0.340:Antlereen 9r.
c SECTION A-A DooyhlolM,U'-ec of."0.220i.S aebe glaeeAr
Floor 1'WwB.Jd�',.Over Unwodltlohod re,R
-19.0 raviry InsulaDon
FIN,
IV I HVAC Equipment!lni called inconhdrmance with Seclion 503,Boller,02AFUE MIN.
Air Tannage;502.1 4.101m•,panoegllans,andall other stil apepings in the buNtling
-557p�ya104 aT Tums-,or sir lak"IIlIage mus(he seeledo;specified In 602.1.4.2,
OaKe-fied loppriV eirnufM 9g0aecTekepoa"lCIn1r0¢Ire udnna-winndidomevnepms®ce Vapor Retarder
etarNer tootl ar
be
RO F RAFTERS TO 'on rhe warm-u,-winner aide m allnwHventw Wings,wmlc 6 000m.lA p"mac
RAFTERS AT RIDGE WhaVlsidanMli ll4r�MtleOuls enQequlpmerH Rfuet beldermfletl ao the wmpllence ,
can be der3rmined ons mot"I In accordance with themanuldwmra
OUTLOOK/FLYING GABLES IF PROVIDED: Odd COMMON NAILS IN EACH RIDGE CAP SHINGLES ON I TYPICAL CONSTRUCTION'ASSEMBLIES 'IrmiollalmllI'Mucilor,a apd Imola Duct lnaulatlon to conform wtm3edphw3
CONTINUOUS RIDGE VENT F;mplurF;l Into be Inell with uq%0lllp,t�sn-wmhp til0¶RplepN tlaora
NAI.ROOF SHEATHING WITH BD NAILS 4"O.C. END OF 1-1/4")(20 Ga.STRAP 13" ROOF CONSTRUCTION: aria mum ce vmea w.m a saurw-ot combustion err,is required by the building
TO 4'-0"FROM GABLE END.USE H77/RT7 O.0 OR 2X4 COLLAR TIES IN 2XlD RIDGE BOARD r �,#,yyrrqq -
5y . WFfpotingi.LA IIpstallodln Mrpornancawith Sedon SO4.Insulate
HOLDOWNAT2%S LADDER FRAMING 1VO.C. UPPER 113 OF ROOF I6"O.C. � \ SHINGLES:5 NAILS PER SHINGLE,ASPHALT ROOFING INSTALLATION IN rJre'u'laanjhm*e*ppes Iitie B4a91n Table 1.Heetlhg and Cooling Piping
—CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE Ineulawki to eonlmmtwin 58dmn$03.
BALLOON FRAME ALL GABLE END WALLS WITH APPROVED UNDERLAYMENT,FLASHINGS,ACCESORIES
OR BLOCK/BRACE GABLE ENDS TO iD INT - ICa 5 FhZT-O—
CEILING DIAPHRAM ROOF RAFTERS TO STUDS SHEATHING:7116-APA RATED PLYWOOD,Bid NAILS AS PER NAILING SCHEDULE. r PFD AIC
OR PORCH GIRDER V
— — ALLUMINUM GUTTER AND LEADERS ON 2%B"FASCIA BOARDS GJ� VG Il
4-8d COMMON NAILS IN EACH CJ �T'NIN IAP WITH CONTINUOUS VENTED SOFFITS �� '-4Cr00
END OF 1-1/4"X20 Ga.STRAP-OR
-USP RTI 0 OR SIMPSON LTSj6 RR 's WALL CONSTRUCTION:
-NAILS PER MANUFACTURER. H , w \
m ' VINYL SIDING ON TYVEK WITH k r
CONNECT RAFTER TO PLATES '° • JOINTMIINDOW/DOORTAPE ON 7116
b FRAMING °APA RATED STRUCTURAL SHEATHING
AND PLATES TO STUDS WHERE ON STUDS I6"D.C.SIDING TO BE INSTALLED IN CONFORMANCE WITH RINE I'
NOTALIGINED TMIN,IAP UEIS
TO WALLCEIU2
NGBOARGI "MIN,GYPSUM BOARD TAPED WITH 3 COATS SPACKLE. _tPA F=.r• Q
STUDS TO STUDS N 102• -7
rl AT SECOND FLOOR RIM 90Mo — �r >t-'-
ROOF TO HEADER HOEDOWNS 19"O.C.
.4414 COMMON NAILS IN EACH sou0 _
END OFI.1WX20Go.STRAP. FJ RMICNG PB4 HEADER TO COLUMN CAP 4
N SIMILAR AT GABLE END WALLS
GUARDS AND APPROVED HANDRAILS-SEE PLAN NOTES
m F
.,'PPT OECK/GIROER/FOUNOATK)N. SEE PLAN NOTES
WNDOW/DOOR HEADER STRAP AT "" / ,COLUMN BOLTED THRU DECK JOIST
EACH JACK STUD:1 11V X 20 GA STUDS TO BAND JOIST 3ld'TGGPLYW00D
STRAP WITH(4)Bed NAILS EACH END AND FOUNDATION AN NdON'GLUE ` n ji2X4 HOEDOWN CLEAT iB"O.G '�iPIG' I'�ILOSII
AND USP MP4F OR SIMPSON LTP4 4-8d COMMON NAILS IN EACH END OF - 6�/ - --
-'PLATE AT SILL TO BAND JOIST, H BOLTED CONNECTION-SEE PLAN NOTES ARGHITEGT
1-i/4"X 20 Ga.STRAP I(rO.0„WRAP ` RIM eaMo� aMw
UNDER SILL OR USE USP MP4F OR \WILD COLUMN BPSEMOLDOWN:SIMPSON PS4 414 Ml Sbeal,SuHs 203;Fort Jeftereon,N.Y.17777
'- SIMPSON LTP4 PLATE 32”O.C. Fj eo N° TO Ire ANCHOR BOLT r Tat"Dol(4T 05445e;Few(01)92S-B543
Small;
SIB„ANCHOR BOLTS 48-0,C.WITH - SRL C.ONSTRUIDI'l 2)l6 PRESSURE PRESERVATRR-Y TREATED SILL ON SILL SEAL e - emnhlbd®oplanline.nH
3'X3„SLOTED SQUARE WASHERS- F ON TBRMI7E SHIELD ANCHOR BOLT$AND HOLDOWNS PER FOUNDATION PLAN. ROrSV
USP/SIMPSON LBPS 61W - POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS,KEYED FOOTINGS
STRAFING TO BE GALVANIZED ASTM GRADE 33 MIN, BEARING ON UNDISTURBED 5014 SEE FOUNDATION PLAN FOR WALUFOOTING $OUTHOLD,N.Y.
-\ Ell AND REBAR/AMCHOR BOLT INFORMATION
DAMPROOFINGORWATERPROOFING ASREQUIRED BYR406.
TYPICAL UPLIFT WONNC TIONS
DRAINAGE SYSTEM IF REQUIRED BY SOIL CONDITIONS. J0 O;wo21 L:2IB
TYPICAL CONSTRUCTION SECTION 4'P.C.SIAS.OP71ONAL VAPOR RETARDER ON COMPACTED SAND [15 1(f�]QQ By; E.N. Rem /�—�
1 `I _
CAW. FRAMING NICITES�
I v v ALLT M�J�,lUfy1@ER'TD BE DOUGLAS FIR-LARCH#2.PRESSURE
VVV11li MAR — 5 /IBILL I{( � / � ?Oa �3 P�$F�tVAjJPR`E`ktEOLl1�ERTOBFPFSOLITITERNPINS 2.
l 11 r `111 ae s-vd7 �7 J
I Y � 1W IYP.ICAS"M@AOER 9LC1B'70 B§2-2HfA MINIMUM UNLESS NOTED
60 LID METAL CLOT HE DRYER EXHAUST DUCT TO
rii f%=� OI PV EXTERIOR WITH DAMPER, INSTALLED IN CONFORMANCE NO'HOLESALOWEDIN4VLSQRANY'HEADER/GIRDER,NOTCHING.AND
((yllyl (iFn liiluCl�,I7. wiTH Rlerd AND MANUPACTUREH'9INSTALLATION B OBE SOCID SAWN JOISTS ARE TO BE INCONFORMANCE WITH
INSTRUCTIONSAND DETAILS 00A CM.
„8 8'-0" s'-0" 4" _ 4-B" NQ}�}§P WJYBJ)B ,HEp.RTJiSANO AJ FRAMING OPENING$.SOLID
-- .. CENTER ON SINK q-6, III "U, BCQNc NG RD-BEAR I PA7ETITIONS.I JO1dT8 TO
1
_ m•oae ILi PPT STEPS .=o --' �+oTr - Cd r`I�RM TO MANUFAOTURERSI NSTRUCTION&.
u�3 y 2-arcty aaxln z'xio m,\ < LAA�NDR ° IOf5rs RNFTEFsSHALL'BID LQQATED DIRECTLY OVER TOP PLATES.
$a� I �� IJ� - - 9" - 22'.1" - SOLI"LSdFINmIS21LOWESSTIFFINERS AT ALL SUPPORTS.DIAPHRAM
N bL��FspIV�{vi/,Bi[�Q(CAT�77,[4AILEEjj}}S FOR GYPS{Ap�BQARDgEILINGSAS
RVgUIREO FI�E795AFT.gTOR L'HA$ESANDPOfYCHS.
w 2'-P"WmEY9 HOURUL LABELED
ELF CLOSING FIRE DOOR. p + OEC{€§[g�l7y1B§A.TQ HAVE MINIMUM VALUES AS FOLLOWS:
3 fi 60 ape)Fp '$BOp'pBl Fv=265 sl
'o. FAMILY NOOK KITCHEN REIF p�gaYi OF 3:'BEARING,NO HOLES ALLOWED NN LVLS.
qfilA"TYKE%6YPsuM ROgO ON WALLS, �AP 9TAIROVEq . ® h) CEILING AND SEAMS WITH 1Yd'TYPE% ',- (ZwIL 'G.FIQIryIF M-JASEM LVLS ARE TO BE FASTENED TOGETHER
3AB- 3'-B" TOP OF WALL S M CYP50M BOARD ON INSIDE FACE OF uO W AI�x IWMUI�OF7�RQW$OF iBd NAILS 12"O.C.,3 ROWS OF 16d
g,r- 2-zxto in HOUSE WALLADJOINmc OARADE. o d o o f1 O C POR 14p ie MEMBERS.SEE MIANUFACTUTRERS
e-2%10 22X18 _ 407U V GARAGE �u j��N �� ^' � S 5100 DADEP Al FOR PCV SEAMS,TING OF FOUR MEMBER AND FASTENING OF
ry rc<=nG -- — 4'THIcK3,upo P61AIRENTRAINEP gg O Oxt�y2j -i C
4" 15'9" 4 -0 3B P.0 SEAS C NS AND SAF EOR ISR �yyp
su6GRADE WITH a%e tmlowEleD LC;q J ISV 70FLU$H„HEAOERS,GIRDERS STEEL FRAMING
yT t� i $ $ WIRE MESH,PITCHSIAB TO 1r. 1 fsi MANUFAfTUFIERS INSTRUCTIONS.
J _ se u 1 V, OVERHEAD DOORS
d b T o ,Q @ LOO T $1F,CTION$4jyj FOR ADDITIONAL ROPF STRAPS,
IE T 'L, "A OWN%$HEAR WALLS,ETC,
Fg y� N LIVING DINING ^ _ N ILINq SGHE0y4R MIN l AF6PA WFCM.REFEq@NDE '-
g ti __ NQL DING`UPLIFT&HOLOOWN CONNECTIONS.
OP _ � REVISED TO SIDE .-<
[ENTRY GARAGE — LOCATION Cgrlini Noile- #NAILS NAILSPACING
ENTRY a'-a a^
0 �'— 2mtO� k.in e F ROOF/CEILING'.
a T- - Fooling Shimpir 6 mogngpalls per shingle
_z2xto 2-a%u, 12)b�'%6.114"LVL z2x1u 2aNtp Tvuwsx ""'"u "+ -Epll6�F/Falsh§al iing-lntBdorzone Btl 6"oceagB,12"o.c.Pala
sworn rnxwx 1. ane 1xm rnxex - lled --- --- - - r SDa9(uteld Ing 4 Padmllep he Bd B"Fa edge 6 o.e.beBd
_ o +- -- a n6 ppqa�l and.Flying gables Bd B"oldOX edgQ a v.c fold
COVERED PORCH o -aro \' 4phv €ILlgh and Plyg'dahlee Bid 4"o c edge 4'Q,o,FIeM
w4 XB'Ppr m \ t$ 5/4°XB"PPT TOP RAIL ON M4 PPT FRAME WITH 4)(4 PPT POETS THRU 2 a or�gJl ere OR-nalled) 3-Bd par Marler
T-7 sc 0 _ ]'-1" S, 9'-B' 9B' e_�� ]-1'_ B i-7 _ \i4 DECK e'MAX O,C.2%2 CCA NEWEL POSTS B"O.C, OB Ind Pegfdq Plel6(lpg•DeIIBtl) 8-Ed per�olol
odmfnr'GABLE .,d - ba• 84,119I.FI Tfacs,ntllled) 3.160 Sec lap d CJ not on lop plate
6'X5"PRIMED AND PAINTED PORCH POST WITH
7.q� zaxu' 90-0 -__ 2-2)(10 --,_ 1.4, UPLIFT CONNECTION TOP AND BOTTOM �apfpl PenlpoD(Iace-nallatl) 3.16tl each lap
F PT STEPS
23'A" 4,QAef,e jgall'e'r pace.nailed) 2.10d pantie 3•10d Magf�720 mph zonae
_-- -- -- ---- EloJdcingAq R@fl§f'Ifece-nelled) 2.6d each and _
-- 41.0' 64•.0^ - Viaifi&§FLai Refer(and-nailed) 2.160 each end
Glpdum 9oBrd-Caltlng 5d fNgl 7"Fcadge,1Q"o,c,IIBId
MINIMUM WINDOW AND MULLION DESIGN PRESSURE RATINGS=OP30 UNLE6S NOTED. A; WALL`
(P� WIND BORNE DEBRIS PROTECTION OSypeyln oDanVyall Bq cavi To o,edge,7a"o.c,item
WINDOWS ARE SHOWN AS ANDERSEN 400 SERIES TILTWASH WITH LOW E GLAZING GPSO).A TVV3048 Areae within hurricane prone regions within one mile of the coastal mean high water line where SIwOTural STTo Pa- 6d perfectedge.13"o.F paid
PROVIDES A CLEAR OPEN AREA OF 5,77 SOFT AS PER ANDERSEN Di the baric wind speed is 110 miles per hour or greater;or where the basic wind speed Is egpal to T0. p pgTo B9le(fgc CS-111119-gall 2-iBd perfect
or greater than 120 miles per hour shall have glazed opening&Protected from Wrldbome debris. aQfl� On.(feta-Dallatl) 4,-ipd jdinlD-each side
VERIFY ALL QUANTITIES,ROUGH OPENINGS,MULLIONS,TEMPERED GLASS LOCATIONS BEFORE ORDERING Glazed opening protection for wlndbome dobrle a hall meat the requirements of the Large Missile Hired-r6lGiirdens,IB do-nal. 2-iQd 'ledo.0.
WINDOWS/D00RS AND BEFORE FRAMING OPENINGS. Test of ASTM E 1996 and of ASTM E 18BO referenced Ihareln.Wood smcluMal panels With a Header&/Gird at(10 ILnelled) per 18"o,o,slang edges
minimum thickness M 7/16 Inch and a ma%imam span of B feel shall he permitted for opening 'Yep/Solloln Plate Ib Stud(and Mail) iBd per stud
EXTERIOR DOOR ASSEMBLIES ARE TO HAVE A MINIMUM DESIGN PRESSURE RATING=DP30 protection In on.and two-story brildingE Panels shall be precut to cover the glazed openings To1y�l _b_)TXle to aWd(Yae-nafed) 2-10d per stud
with allechmenl hardware provided.Attachments shall be provided in accordance with Table B�pttd fe[$�Fldor JoielfiRlm 2•16d pertoot
R301.24,2 or Sri be designed la M6101 the components and cladding loads deter mined In F e
accordance with me provisions of the Code Ir wdl%VFris bllaan glued& Bd B"ox etlge,72"o.Flleld.
Tlpls�L9SIjyPiBL$<0lydgr(toe-RaiIBcO 4.6d peTlolel
HARDWARE;2.1/2"#BSCREWS I6"O.C.(12"4D.IFPANELIS OVER B'-0'1 @fl'd4Ihi Jost8tod-rieiled) 2-Bd each and
BIgCJL1110 JoIgL oe-nelled) 2.9d each and
SHUTTERS SHALL BE IN COIJFORMANCE WITH AMERICAN PLYWOOD ASSOCIATIONS @IBL'ryPgta$JIhQi Plate(Ice-nalletl) 3-16tl each black
DESIGN#1-SHUTTERS FOR WOOD FRAME BUILDINGS �adgah§ihpTQBeafn(fape-nallBd) 3-16d each told
,(gaT'anLaZggrTa,Eeem(Lokailed) 3-8d perlm&t
pepp�olel fo Johal,((and-nalled) 3-IM parlolsl.
B"din/Milli to SAO ore(tde-hailed) 2.11 perfect
LIST OF ABBREVIATIONS _ ,` � E) A0Cy eric. Nicosia
APPROX. APPROXIMATE _ �� AWG Nil '00 �j* ARLHIT$GT
APA A ERICAN PLY OO�ASSOCIATION
BP _ BEAM POCKET /� -O]s� 414 Main SINS1,8u1te 203,Port Jsfleraon,NY,11777
COF iCABON MONOXIDE DETECTOR / _ .r�. Told phone:(891)828.4460.Fad.(031)BiCM.U _ EMEN
. CT ASONRYUNITS 1U - ' E bit:gryhl,IgotQopLmIlne.nsl
OF DESIGNP ESEURE RATING
FJCJRR FLOORJOISTCOMINGJOIST,ROOF RAFTER
— �
PC— POURED_CONI
Ly. Ij
E7 ROAD
PP - PRESSUREPERgERVATIVETREATED I _ N
U!7-- ATORY �A SOUTHOLD, N.Y.
OOnIENTER—SPACING wFIRS`r FLOOKF
LAN
9
YP TYPICAL _
$0 INTEROON NENOKE DETECTOR F
+- PLUS OR MINUS J04#:04QD21 Scale: 1/B°=1'-�" �-4
_._
date:3/4/04 By: EN. Rev:A
. =O'.NL•A51;;q:Y^TES: ,
-del 'Ia A9tA�Jdmpga epd.all wopdin UWASPIwllh Ins ground shell
`�'n-.•VBtlAWRAll7e preeNdnaly treated or decay-restslant lumber. ,
I-.06fCTe"p 5'Tldllatl l(ole"s til.&Adiance WILD AWPA. 8324
s'n- • _ +=n"I.TerrdNq shields,Pressurepreservallvely treated mad in
7vandal and or lemlll9
P s01 wo
-reale1ad,Chemical Boll
l_ ".' b@fy,iiv ea aloe ali site wndillam.
in a- ' p6 approved Qnt '
_:'j-:A_• .ea hal'p��e 811e11'she dl be aetltedso amt brain weer tr
- :I- Tu pt Q Ing Lata whinhall the
11 to kOrOrMille wafer away from i
o n: Ll` 'Ium.Pl@I'ndheeviidtln lha FlrePlgfaBl of AW&les shall be
64'-0„ f;-i,1_: ._ - Ld'l f mlhe M!"Joars. V
PC.WALL SRACEON 4'2 B" -. RVBluallOm In heu pfacomplele geolechnicel evaluapon,the
FGOTIN0,5TOP RELGN! - GALV AREAWAYS PB
GRADE \ Ra°umEO --�`I�— 51B ANCHOR BOLT54B'O.0 n y _ AdIe R4Q1,g1 have been assumed.Compreselblpbrshirting. f
516 ANCHOR BOLTS 4B O.CJ �' � - �1r \ — _ _�— _ _ _ — _ J T C4mo,((11-oJ,lce with 8401.9.2 q
-�- - `— _ I z INGJF-2,000 POUNDS PER SQUARE FOQTAPPLIES TO
5T6P PCOTJNG BO o6G MAx SSES OF'$OIL MATERIAL.ONLY:GWG
,GP,SW,SP,SC,GM C.
a 3B-e / _ .a CONDITIONS VARY FROM ASSUMED CONDITION.
o
u MTHICK 3,00n PSI AIR ENTRAINED CONCRETE _ fl
m O N1@'WIDE CONTINUOUS KEYED P.C.FOOTINGS -- lfB'RBBtl{R'Prodpca l%Rncre(e and losing lh@Y@Rl shell comply
d
h rl - lartlglisled.In ACI316brASTMC1157.Remtoamgateel and
° m� mcEIL6gG / _ c bile@0'L v'MAC1'310.Anph.rbDllsld Celnord9mencewlth 1 m �;
£ i BASEMENT - _ -
" m t :3,000 PSI®26 DAYS.
° P G QMF USD.4E STNWALTA,ENTERIOR WALLS,
a SAND BASE OR 3UBGRAGE
_ ��JIQN ETE C
q$ Q RS STEPS §l`HAC GE SLABS IS TO L IR ENTRAINED.IN
EEAM PKC
Big.. O.eHlcn a0u0 PBI Pcau6 B e 6 6 B / 5 N N "Qa�;eN'E npAC 3re-Supported NOMINAL SL MP:W L58a owBWacq of FaaC
6L4
T _ �� -L - - J UNEXCAVATED ' 4 RI
G on undisturbed nelurel quite.All exterior
ILILLL -rS - +7-J -T� I -��-1 I i I O 6"THICK a DOD PBI AIR ENTkAINEO fa 01l,pir RMPl 11e1{4 tl _ .. IX Minimumb belowTh Pa Inge
LI5TE0 DBL FJ L L_ l �1 P C SLAa ON SAND BASE OR nflgll ba II Cl npar ___.lpq lmd mapenl slope requlremenle shell be in
\ I'a� SUBORADEWITH exa 10110WELED W{b menta wahF111
FLUE UNDER 1 HEARTH J 1211-819"x11.119"LV_GIRDER WIRE MESH,PITCH BLAS TO
.� q $ J ON 3'OLA STEEL COLUMN ON m / r OVERHEADDOORS R10+ IC ricroolao rtl I r'i a flan its Egnfwctadae ablfoM to section R404 and
w 2 RICI.IY%1'-n'P C FOOTINGS ! gg
ma 0 6 g I� AU F CedNflll- haD n- i-.ed aga108Uh@wall hoot the wall.has etlKNent sUeneth
l HEAT %0 m a m b j N I o �Il["�tP(14 b�oD$rEfi[ c :Of ebo,va,ar hes peen euHlclengy braced to prevent
fq J pp z rr o rq, d� Lx d5n]r pY ln,LTcTilf- .Ails is not required l@rwalls supporting lees than 4 teat
'^ ! Fug N ¢R , uZ y]511�r�a11 - ,.ilfdmte00faln99,Adfalnega system is not required
L wngn'7h0'PdfinJt4PJIL ,.._J.n'weltdolmni ground ursandgfavol mbdure sods
\'� d UP_ la theLlll r_ _%fri ion System,Group I Salle.dA detailed in Table
516 ANCHOR BOL 3AB OC ' O0'[.� f„•n✓th ryJq .rg�IrA,I�s Qlcol�formance with IS 405.1 around all
fo that Winea In and enclose habitable or usable
c6t uii'fd rni6ponry
— _ — I I[r w
d[ I p
—1& ANCHOR r _
6emlon
BOLTS 4B"O�I _ — _ _ / — — — —
-- I —I d E apt WhO h wafer roofed by
tq S P
^^' 23'-0 0 unffeteln eaith antl etfcose habilahla or usable spaces
`1- — — — — -8 — CIA LEGCEa — T r - w ae padd'mppropPed from lh@top of Ria(poling to the Mlshetl
_101ST HANGER TD PPT LEDGER BOLTED TO RIM BOARD WITH 1l2" �1 @ I ddamPpro01jpgOf Wal0ryro0gOg mal@re el eletl In
E] a 364' `- RIA.GALV.LAG DOLTS&WASHERS IB”O.C.5TAGCER VERTICAL In a �I��I Wal4f lai�Lre Rr Olhef 90v0re Ball-WBIBr cOntlllOn9 '
�- x210 CC q121
a df�PYfuin�a.fan wells lhalreleln ealM aM1d ancl6Ae habilahle ar
�- - _ _ _� _ _ ��� 1..T"GAVE BOLTSINUG'00'HER9 THgU GIFDERSBgHq PpT
� ,-_ _ - - _1� - _ - .r W-4'- PUBT ON IL'MINDIA,P.C.FOOTINGS L} d�§�fQ'[pdA Bhal49 ylaleryMO(Bd as par 8406.2
IP-0 T-0�� -rvry 7C6� - 73'r 7B" �D' 1-D� 10.
WITH POeTBABEANG IIT'PNc ANCHOR V ,�- __ 0 $f IY �§JIu1!§4BgQOBlde and pulaWa)b(elee pbJUmn9 shell be given
p,p I' - 14�p9d, , hi4tYva 1I j"excepl for9aRpalonffdelefalit And Mated steel.
verism ay�6lfet(a, InoMfesletanf,coated eleelcolumns with lop boating plate
sU 6 _ a`Ip§gl" I,and the bottom with shy adjustable threads on hearing plate
@1t16a-de M the concr`alB etal!.
$5 MJN WIDTH FOR TRIPLE
I PLY LCA-QIROER�SEE'PLAN
�\oj4r4\G t\,ICO�,�y/,p� � t,l `1.( DECKPOCKET
< - e 612"DEEP
�I/ rLVLDEET
�- 10112II"BEEP o
Nw
9».. V� AIP SPACE j� 3
31MlNIMUM BEARING STEEL OR SOLID
0I y SLATE SHIMS
_ RaO� BP2n TWC PLY BEAM POCK
�'B, "I' Il PLY BEAM POC
KE
I(EYNOTES KEYNOTES er'L Nicosia
kL-ANHR BOLTS TO BE �. -
12"OF SI LL PLATE 8404 FOUNDATION WALL S'THICN 3000 P31 AIR ENT ANED CONCRETE 8609 B SEMENT 6L4B p/Ry
OR SPLICES 3"CENTERLINE AT R403 FOUND FOOTINGS B"%16"WI E CQ 1N000E KEVEO P.C.FOOTINGS J q"THICK 3000 PPC SLAB ON SANERHA5E OR SUBGRAPE AFLIHITECr
INTERIOR BOLTS - 8TIGH B THICK WALLS SUPPORTING 6'OR LESS OF UNBALANCED FILL,OR WALLS
R5 6-GARAG SIRSTHATREST ON TIT�FOLLOWING-SOIL TYPES•REQUI GRAVELAND OR GRAVEL 414 MN elreal5uite 203POtl JegemonNY,117]]
BAND 4'THIO 3000 pSb AIR BNT gINED P.C.SLAB ON NO BASE
_ _ (GWfGp),5AN4�I TYSA600E.NOI NOHITECTR SITE CON RI NFORCEMEN T@lephenE (e31)0hitecl 6 Fonlinr31)B2BA643O u AS PER'NV3 REST NALCODE.NOTIRI'ARCHITEGT IF SITE CONDITIONS VARY. OR 3UBGRAGEWIT 6%810/10 WELED WI E E HPITCH. Emelt:ardlllecl®oplRnline.nelT850 .2.1 OECW ORCH TO NOUS CONNECTIONBILL SLOTED SQUARE JI I HANGER TO PPT LEDGER B LTED TO RIM BOARD WITH 112" ROAD
WASHER GIA.GALV.LAG BIULT.B WA...Kb16"O.C,STAGGERVERTICAL516"ASDEDL GRADE 80 NCOMBUSTIBLEFIRESTOPATFLOORS&CEILINGS SOUTHOLD, N.Y.
THREgOED LANCHOR BOLT6 Z' 8°TOBOLT '135022.1 DECWPORCH GIRDER POST TOF OTINGS: 1,.. - -
%3B"O.C.WITH NUTS ANO _._ `j., CENTERLINE (2 /6" ALV.O.L..WITS IT.4"eRS THRU.'—no-TX4 PPT 'M13g1' HEAT UNIT- .L. ISTEO BOIC RWITHHOT FATE .STORAGE '
3'Ta"%112".LOTEDS QUARE ' X'TO CORNER pOST(8%E IF MORE THAN4'LONGIO 2'MIN.DIA.P.C.FOOTINGS M1306 PR TECTION IN CONFOR NC WITH U.L.LISTING F O I, f�TION PLAN
WASHERS(SIMP30N LBP512 BOLT EDGE WITH PA4 POST ASE AND1/2"ANCH Fl
�
a�a: /8" t' DFOUNDATION WALL O 6421
8403.1 5/8"ANCHOR BOLT 48"O.C. R40-3-1 X CORNER BOLTS Data;3/4/04 ay E.N. Rev:A —�