HomeMy WebLinkAbout34533-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-33659 Date: 04./21/.09
THIS CERTIFIES that the building ADDITION
Location of Property: ' 19965 SOUNDVIEW AVE SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET) .
County Tax Map No. 473889 Section 51 Block 4 Lot 5.1
Subdivision Filed Map No. Lot No.
conforms substantially to- the Application for Building Permit heretofore
filed in this office dated MARCH 25, 2009 ,pursuant to which
Building Permit No. 34533-Z dated MARCH 25, 2009
was issued, and conforms to all of th(� .requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is IN GROUND SWIMMING POOL AND TERRACE ADDITION TO AN EXISTING ONE FAMILY
DWELLING AS APPLIED FOR.
The certificate is issued to SHEILA PATEL & STEVEN BENFIELD-
(OWNER),
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO_ 3032366 09/21/09
PLUMBERS CERTIFICATION.DATED N/A
u oriz d Si ature
Rev. 1/81
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the .Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-33658 Date: 04/21/09
THIS CERTIFIES that the building ACCESSORY
Location of Property: 19965 SOUNDVIEW AVE SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County 'Tax Map No. 473889 Section 51 Block 4 Lot 5.1
Subdivision Filed. Map No. Lot No
conforms substantially. to the Application for Building Permit heretofore
filed in this office dated MARCH 25, 2009 pursuant to.which
Building Permit No_ 34533-Z dated MARCH 25, 2009-
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 ACCESSORY POOL HOUSE WITH COVERED PORCH AND TWO CAR GARAGE UNDER AS
APPLIED FOR.
The certificate is issued to SHEILA PATEL•& STEVEN BENFIELD
(OWNER)
of the. aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-07-0050 09/29/08
ELECTRICAL CERTIFICATE NO_ 3032366 09/21/09
PLUMBERS CERTIFICATION.DATED 10/30/07 KEVIN REMPE
Au t r'', ed S gnatu.66
Rev. 1/81
{ Forni No.6
TOWN OF SOUTHOLD
RUMDING DEPARTMENT T XMfAR2
TO'"" i HALL765-1802
APPLICATION FOR CERTIFICATE OF OC 2009
This application must be filled in by typewriter or ink and submitted to the Buil • De a
g p e following:
o ' rHot6
A. For new'building or new use:
1- Fival survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Fi1W Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Swom statement from plumber certifying that the-sold used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,'mult pfe 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 pI
idr.equirements,
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. Aproperly completed application and consent to inspect signed by the applicant.If Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
i
C. Fees
1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.Oo,
Swimming pool S25.DD, Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing building- $100.00
3. Copy of Certificate of Occupancy $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residentia[$15,00,Commercial$15.00
Date.
New Construction: Old:or.Pre-existing Building: (check one)
n
Location of Property: I q to S Scunj car e,t_J five ,
House No.
0 / Street Hamlet
Owner or Owners of Property: J �1 �. �G �� �} ,s
Suffolk County T"Map No 1000,Section S Block d y
Lot S
Subdivision Flied Map, Lot:
Permit No. >_t�7 Date of Permit., Applicant: —r-e�
Health 17ept.Approval: Undenvriteis
Approval:
Planning Board Approval:
bequest far: Temporary Certificate Final Certificate:
(check one)
Fee Submitted: $ Jrb ��KjC
L4
Applicant Signature
James F.King,President 0F sorry : Town Hall Annex
:.Jill.M.Doherty,Vice-President O Old 54375.Main Road
P.O.Box.1179
Peggy A.Dickerson .
Southold,New York 11971=0959
Dave Bergen CAS
*GM, . • O Telephone(631) 765-1892
Bob Ghosio,Jr. Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF'SOUTIIOLD.
CERTIFICATE OF COMPLIANCE
#0415C . Date: April 17; 2009
TI4IS CERTIFIES that the,additions to existing,dwelling, new swimming pool,
terraces fence, accessory building the installation of gutters leaders and dry- Wells for-dwelkn�.
and pbol backwash and the removal of the existing gazebo
At 19965 Soun&iew Avenue Southold,New.York
Suffolk County Tax Map# 5144-5.1
Conforms to the application for a Trustees Permit heretofore filed in this office .
Dated 7/20/06 pursuant to which Trustees Permit# 6435 Dated 8/23/06_and was issued and.
conforms to all.of the requirements and conditions of the
applicable.provisions of law.The project for..which this certificate is being.issued.
is for the additions to IexistinkAwelling,'new'swimming:pooL`terraces fence accessory
building the installationrof tip ter_s leaders and drywells for dwelling and pool backwash, and
the removal of the existing gazebo
The certificate is issued to STEVEN"BENFIELD & SHEILA PATEL owner of the
aforesaid property.
Authorized Signature
r
tOWn•10ft GOMM WOO• "r A Mo"" T all"
•►1•i•te0i
•*R0". Pon vet
Igo
OFPWS OF I"
TOWM Op
AIR ALL AL
901144"1 remit so.
�+�•: 2 �
t s t�+r•1
(2V(p
o Vegas)
¢ s•JJrtlty %h4% the ®Ast*& used sob SAO vets ou"Iy *yet*"
Coates** less than 1/10 sQ to good
swor to Iet•n s• to
®t a°0 7
"story ftblle, C•YAty
JEAN P.HE63 of N U 1/l� �• /
Notary Public,State of New York G
No.5044616
Qualified in Suffolk Cou'
Commission Expires June 5,2
„
a ��nn��n�.r�.nn�������nnn ���nL.r�Ln�n o
5 BY THIS CERTIFICATE ;OF .COMPLIANCE, THE - ; 5
5 NEW; YORK BOARD' OF- , FI-RE.- UNDERWRITERS ._ 5
- -
5 .-BUREAU =OF -ELE TR-ICITY - 5
5 40 FULTON STREET NEW'YORK; NY 10038., 5
5 CERTIFIES THAT
5. Upon the application of - upon premises ow,' by
5 =-
5 G & S ELECTRICAL-CONTR. BENFIELD'PATEL _
5
5 P.O. BOX 215 I 19965-SOUNDVIEW AVE'
5 : -SOUTHOLD,;NY 11971, - SOUTHOLD;NY 1,197i1
5
5 c `' `- c
Located at' 19965 SQUNDVIEIN AVE SOUTHOLD,NY 1 f971
5 I, , —
5 . I - 3 - -
„Application Number: 3032366 032366
- Certificate Number.:-
=i ns11 5
5 S,ection: Block: Lot Building Permit
5 . Described as a - occupancy,-wherein-the premises electncal-system consisting=of L. 5
electrical.devices a' d wiring, described below, Located-m/on_the p11
remises;af
5 First Floor;Second Floor,garage/poorhouse pool,Detached Garage,Outside,Pool/Spa;
5 - 5 -
5 A visual inspection.-of th-e premises;electrical systerri, limited to electrcal devices and, wiring to,the extent detailed _,.:5 I
5 herein,. was ..con'ducted in_ accordance with _#e re'gbI rem-ents of: the applicable =code _a'nd/or-__standard I 5
promu,lgated by- the State of"New York Department of,State—Code 'Enforcement„and Administration' or other 5
5 - _
5 authority. having jurisdiction,,and found-to_be i.n'compliance+therewi'th-omthe 2-1st, Day of ;-.Septembei.-2007. 5
Name ;Q Rate ' Ratine _ Circuit Tyne
5 _ I _ 5
5 Miscellaneous = I 5
5 'garage/pool house&pool'
5 , W.
5 Alarm and Emergency Equipment
5 Se - ,�nsor '„ -
_ 1 0, , -- , Carbon., onoxide -
5 5
Appliances and Accessories
5 •Exhaust Fan 1 0, 5
Furnace'' 1. 0, G
5 .
.Air Conditioner 0, _=24 000 -,:,BM . � =
5
Pool/Spa Bonding,. 1 0-
5 Time-Clo&/Switch: - .2 0_ _ -
5 Pool,Heater 1 01 _ Gas. i - 5
5 Panels =
5 5 Wiring and Devices _
5 Outlet 9 0= I Fixture
5 Fixture ' Incandescent
5 Outlet . 18 0 = General Purpose '
5 - „I seal ,
• 5 Receptacle 7•,0 -„ General Purpose
IT
5 5 on eX a I Continued N� t P ge
I' I II if
This certificate may not be altered in;any way and is,valldated only-by the presence of a raised.seal at the,location indicated
0 ���nr��r�r�rJ�cPrJ�r�rJ�rJ�rJ�rJ�rJ��nrJ�c.r�ncPrJ�rJ�rJ�cPrJ�c.rrJ��l-r�rJ��I-rJ��ncnc n�l�lr��lrJ�rJ�rJ�rJ�rJ�rJ��l-r�r�r�rJ�r�rJ�rJ�rJ�r�r��nrJ�rJ�rJ�cn o'_
M LI�C.I�C.I�C.IBC _fl1!�CnC.�LrL3rL3 �C.I�C.C.IEPC.nC.I�LnC.�C�C.I�CPCPC�C.�C l7C.I�C�C.�C.�LI�LI�C.I�C.I�C.I�C.IBC.I�C.I�C.I�LI�C�Ln[ C C�L3PLI�C�C�C�C.I�C.I�C.I�C.I�C�CPC -
5 - BY THIS CERTIFICATE; OF,COMP_LIANCE -THE , .S
5 NEW YORK„ BOARD _OF = FIRE ,UN=DERWR,ITERS- 5 '-
'BUREAU, OF: ;�LECTRICI,TY ' S
r5j 40 FULTO,N ,STREET' � 'NEW YORK-;:NY„ 10038 5
5 . . ;CERTIFIES_ THAT 5
5 Upon-the application of- upon premises owned,by 5 .
G & S ELECTRICAL CONTR. " - BENFIELD PATEL
5 P.O.,BOX 215 19965-SOUNDVIEW'AVE; _ 5
5 SOUTHOLD,'NY 11971, ; SOUTHOLD, NY.1.1971
5 Located at .19965 SOUNDVIEW AVE•SOUTHOLD;-NY 1,1971
5 Application Number: 3032366 Certificate Number: 3 2 , _ • 5
, 5
5 Section: Block: Lot. Building Permit: ,BDC: ns11 5
Described'as a occupancy;wherein-the premises electrical system cohi isting"of: Cj
5 electrical devices and wiring, described-below, located m/on-the premises_at:
5 First Floor, Second Floor;-garage/pool house pool;:Detached Garage,Outside;Pool/Spa, 5
5 5 A visual. inspection':of the premises- electrical 'system, Limited to' electrical devices,and"wiring�'to'the extent-detailed rj
herein, ,.was conducted in- accordance -with • the requirements of the applicable code , and%or„ ,standard 5
5 promulgated by -the State of New_ York, Department .of,State Code Enforcement _and. Administration, -or other.
5 authbrity havingjurisdictio'n, and found to be'in compliance'thbfbwi'th on the.' '21st= Day;of Septemlier,200,7. S,
5 Name -QY•:Rate Rhine Circuit Tyne 5
5 Switch • 14 ,6 General,Purpose• rj
5 Dimmers 2 0'
5 Receptacle 5 0,- - GFCI, -
5 Lighting track 8 ,0; ft C
5 Paddle Fan .21 0 5 rj Disconnect • 1 60a , Air Conditioner rj
5 . Fixture 1 0-- Pool/Spa_-
5 Receptacle. 2.`0, 20a _ Pool/Spa,. 5
5 GFCI Circuit Breaker 1 '0 20a 'Pool/Spa
seal.
5 2 of .2 5
5 This certificate-may not be altered,in any way and is validated only by the presence-of a-raised seal at the location indicated..
o �����������������������������������rL3�����������������������LpCp� o .
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. 34533 Z Date MARCH 25, 2009
Permission is hereby granted to: •'
SHEILA PATEL & STEVEN BENFIELD
-19965 SOUNDVIEW AVE
SOUTHOLD,NY 11971
for .
SWIMMING POOL/TERRACE ADD TO ONE FAMILY DWELLING & NEW ACCY GARAGE -
' POOLHOUSE AS APPLIED FOR. THIS PERMIT REPLACES BP 32567 .
at premises located at 19965 S.OUNDVIEW AVE SOUTHOLD
County Tax Map No. 473889 Section 051 Block 0004 Lot No. 005 . 001
pursuant to application dated MARCH 25,, 2009, and approved by the
Building Inspector to expire on SEPTEMBER 25, 2010 .
J
Fee $ 759 . 30
Au -raorized Signature
ORIGINAL
Rev. 5/8/02
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)
�s33
PERMIT NO. 3�;67 Z Date DECEMBER 13 , 2006
Permission is hereby granted to:
SHEILA PATEL & STEVEN BENFIELD
19965 SOUNDVIEW AVE
SOUTHOLD,NY 11971
for
SWIMMING POOL/TERRACE ADDITION TO SINGLE FAMILY DWELLING AND NEW
ACCY GARAGE/POOLHOUSE - NO PLUMBING - PER TRUSTEES & DEC
at premises located at 19965 SOUNDVIEW AVE SOUTHOLD
County Tax Map No. 473889 Section 051 Block 0004 Lot No. 005 . 001
pursuant to application dated NOVEMBER 21, 2006 and approved by the
Building Inspector to expire on JUNE 13 , 2008 .
Fee $ 759 . 30
Authorized Signature
ORIGINAL
Rev. 5/8/02
so(/r�,
�o� Olo
courm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUG LBG.
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
zl/l (s'
DATE INSPECTOR
7
5-33
f SOUT�olo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARK `-
DATE INSPECTOR
Ize-
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN
S
TION
[ ] FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
s26J
G
DATE 7491 /oO 7 INSPECTOR
SO�rypl
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2NDINSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE INSPECTOR
SOUI��!
3
TO OF SOUTHOLD BUILDI DEPT.
765-1802
[ ] FOUNDATION 1ST [ riiOUGH PLBG.
[ ] FOUNDATIO D [ ] INSULATION
[P(FRAMING / TRAPPING �' [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: io"j,
f
DATE l2 a INSPECTOR
so
urm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: y
DATE c ° INSPECTOR
�a0f SO(/ryo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE INSPECTOR
V
It I /UPS y
L P.
M U E L S &
T E E L M A N
June 11, 2007
Building Department
Town of Southold
53095 Main Road
Southold, NY 11971
Re: THE BENFIELD-PATEL RESIDENCE
19965 Soundview Ave.
Southold, NY 11971
BP# 32567Z
Attn: Building Inspector
I hereby certify that all required hurricane strapping was installed per code on this job,
and that the framing process was observed by me and done in accordance with the
drawings, good professional practice, and all requirements.
of NEW
Thank you,
Samue & Steelm Architects G�
ancy S iman, R.A.
cc: Seifert Construction
ARCHITECTS
25235 MAIN ROAD
CUTCHOGUE,NEW YORK 11935
(631)734-6405
FAX(631)734-6407
S A M U E L S &
S T E E L M A N
February 12, 2007
Building Department
Town of Southold R FEB 2 0 L,� ?
53095 Main Road
Southold, NY 11971LL
-C.: _ j
Re: Benfield-Patel Garage and Pool House
19965 Soundview Ave.
Southold, NY 11971
Building Permit# 32567 Z
Attn: Building Inspector
I hereby certify that the concrete reinforcing was installed as per our drawings dated
November 29, 2006.
�E°F "EW y
4ast I an, R.A. G�IL SrFF
,r
ARCHITECTS
25235 MAIN ROAD
CUTCHOGUE, NEW YORK 11935
(631)734-6405
FAX(631)734-6407
FIELD INSPECTION REPORT DATE I COMMENTS
FOUNDATION(1ST) . ` .
y
FOUNDATION(2ND) jet�7
vc n
a
z
c. °
ROUGH FRAMING& — --- y
PLUMBING
INSULATION PER N.Y. — y
STATE ENERGY CODE
r _
FINAL '
ADDITIONAL COMMENTS
o
U ` � '` Fc"'!.. u-4 S m
o s
z
x
H
x
C7
t�J
�d
5`
New York State Department of Environmental Conservation
Building 40 -SUNY, Stony Brook, New York 11790.235E
Telephone (516) 444.0365
Facsimile (516) 444=0373
Micheel 0.Zapata
Commissioner
May 24, 1996
Ms. Barbara Shinn
Mr. David Page
300 Bleeker St. #2B
New York, NY 10014
Re: 1-4738--01339/000o1
Shinn/Page property
• 19965 Soundview Avenue
Dear Ms. Shinn & Mr. Page: Southold
Based on the information you have submitted, the New York state
Department of Environmental Conservation has determined that:
the property landward of the bulkhead greater than 100 ft. ,
constructed prior to September 1977 as shown on the survey prepared
by Van Tuyl & San dated 3/13/68 and last amended 12/19/68 is beyond
the jurisdiction of Article 25 Tidal Wetlands.
Therefore, in accordance with the current Tidal. Wetlands Land Use
Regulations (6NYCRR Part 661) no permit is required under the Tidal
Wetlands Act . Please be advised, however, that no construction,
sedimentation, or disturbance of any kind may take place seaward of
the tidal wetlands jurisdictional boundary, as indicated above,
Without a permit. It is your responsibility to ensure that all
necessary precautions are taken to prevent any sedimentation or
other alteration or disturbance to the ground surface or vegetation
within Tidal Wetlands jurisdiction which may result from your
project. Such precautions may include maintaining adequate work
area between the tidal wetland jurisdictional boundary and your
project (i. e. a 15 , to 201 wide construction area) or erecting a
temporary fence, barrier, or hay bale berm.
Please be further advised that this letter does not relieve you of
the responsibility of obtaining any necessary permits or approvals
from other agencies.
Very truly //yours,
Permit Administrator
MMR
cc: R. Larsen
BMHP
File
y
. r. ,t,�l�ltlt �r`i�'yt' tltit��j�i�tip�r,t-.. "',,1pC��r1//y,V ,„�,Il.r��rii, •`..t .. ...1i1 r,
A
NON
-'. •'
BPAwRD OF SOTITHOLD TOWN TRVSom-
STEES' ,
._ SOU,THOLD, NEW YORK
PERMIT
F' ra O. 6435 DATE AUsuSt 2A, ,006
N
., I'SSUED TO,.,:STEVEN BENFIELD & SHEILA PATEL'
PROPERTY ADDRESS 19965 SOUNDVIEW AWE , S.OUTHOLD:f
�r S:c -MV 51 4-5.1
11
AUTHORIZATION =`
t: ' Pursuant-to the provisions of Cliapter 275 and/or Chapter 111 of the Town Code ofttt e Town,of
Southold and in:accordarice with,the Resolution of the Board of Trustees adopted at the meeung held,on,.
Au'�ust 23 2006;'-and m considerarion of application fec in the sum of$250 00•paid bySteven:Benfield
�.1t1. 8i Sheila Patel,and subject to the Terms;and Conditions as stated m theResoluhon,the Southold Town
Board:of Trustees-authorizes and pemuts;the foll'owmg:'" f
t, Wetland Perriut to renovate and construct additions to;thel .existing residence,;:, '
constru:c't a new swimming pool aerraces, fence, and accessory`buileding, and to
the,existing.gazebo,:wrth the condition dr ywells and gutters are installed to contain the:
;1 roof run off and pool backwash-and aline of staked hay bales is installed during ,
constction, and as-depicted A
on==the plan prepared]by Samuels & Steelman rcliitects E-
ru
'.
t dated SOptenibi 25 200,6;
•
11t1
IN WITNESS WHEREOF,thesaid Board of Tntstees hereby causes its Coiporate Seal to be°affixe`d
andthese-pieserits:to:be subscribed by a'majority;.of theaaid`Board:as of=tlus:d"ate.
'Q11' ►i
,..
l
bt ,•.,11f1 II. .. -
•n
....: : '-
�
i v rr 114 yr avU.invL,L bU1LL)INCi Yh1<-N11'Y AYYL1UA 1UN CHECKLIS]
BUILDING DEPARTMENT Do you have or need the following,before applying`:
TOWN HALL Board of Health
SOUTIK LD,NY 11971 3 sets of Building Plans
TEL:,(631).765-1802 Planning Board approval
FAX: (631) 765-9502 Survey .
www. northfork.net/Southold/ PERMIT NO. �o�J Check
Septic Form
c� Y� N.Y.S.D.E.C.
� Trustees
Examined ,20 Contact:
Approved 2,20 Mail to:
Disapproved a/c
Phone:
Expiration ,20
Inspector
20N APPLICATION FOR BUILDING PERMIT
----i
Date A��/. 21 20 0
INSTRUCTIONS
a.This application-MUST be completely filled in by typewriter or in ink and submitted to the Building hispector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d. 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 fiom such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of'a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code, h sing code, an r gulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Si o apphcarit or name,if a corporation)
Z6 rir�
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
c�
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer }J
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of larui on which proposed work will be d ne:
C;> L.51 ,
House Number Street Hamlet
County Tax Map No. 1000 Section Block
Subdivision Filed•Map No. Lot
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: .
a. Existing use and occupancy LC W6 64��4 V
b. Intended use and occupancy[-?�� �/� /�j
3. Nature of work (check which applicable): New Building ` Addition Alteration
Repair Removal Demolition Other Work���� �b'
�(Description)
4. Estimated Cost o%�_&�o Fee
(To be-paid on-filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars 'Z
6. If business, commercial or mixed occupancy, specify nature-and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rearm�,,� r7 Depth 35Y', FT
Height g L' Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front '2�(O F7 Rear F7 Depth 2'A F7
Height 18C7 D Number of Stories
fl(
9. Size of lot: Front i y'y fRear lcU I Depth i 7
10. Date of Purchase_ 2Ot-6 Name of Former Owner 54 /rx—,
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES NO_L�,
14. Names of Owner of premises �
_ ,� ,�i Address 1 ,StdWl Aly- p hone No.
Name of Architect N(1 kiQ g 4-62 19A-/,) Address 2�2 2012 RML9-jZP Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED,
b. Is this property within 300 feet of a tidal wetland? * YES NO >
* IF YES, D.E.C. PERMITS MAY BE REQUIRED,
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
(� {y,�SS:
COUNTY OFSAIC
ILK_ N cS {�'1QY1 �bei.ng.duly sworn;deposes and says that,(s)he is the-applicant
(Name of individual signing contract) above named,
(S)He is the
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this � tt //�� �
2.� day of �y�1hK 20!�k
Notary Public Si of Applicant
ARDS PATRICIA RILFIARDS
���< : ;a. ,.•. St0p of New York notary Public, State of New York
No. 011316042467
3u:fff , :Connty Qualified in Suffolk Countyy �.: �)P'. `ti ., sr
YIN
� flf Commission Expires May 30, Z942-Z43) C�
Permit#
Permit Date
REScheck Software Version 3.7.3
Compliance Certificate
Project Title: Garage & Pool House for Benfield Patel Residence
Report Date: 11/20/06
Data filename:Untitled.rck
Energy Code: New York State Energy Conservation
Construction Code
Location: Suffolk County,New York
Construction Type: Detached 1 or 2 Family
Heating Type: Non-Electric
Glazing Area Percentage: 29%
Heating Degree Days: 5750
Construction Site: Owner/Agent: Designer/Contractor:
.19965 Soundview Ave. Steve Benfield Nancy Steelman
Southold„NY 11971 51 5th Ave.Apt 10 Samuels&Steelman Architects
New York,NY 10003 25235 Main Road
631 7656276 Cutchogue,NY 11935
631 734-6405
� � a
Assembly
Ceiling 1:Cathedral Ceiling(no attic): 562 30.0 2.0 18
Wall 1:Wood Frame,16"o.c.: 470 19.0 2.2 19
Window 1:Wood Frame:Double Pane with Low-E: 70 0.280 20
Door 1:Glass: 67 0.280 19
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 562 19.0 2.2 24
Furnace 1:Forced Hot Air:78 AFUE
The proposed building represented in this document is consistent with the building plans,specifications,and other calculations
submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation
Constru n Code requ' ants.When a Registered Design Professional has stamped and signed this page,they are attesting that
o th st of his/ r k owl�dge,bell and professional judgment,such plans or specifications are in compliance with this Code.
_ b
Builder De ! n6 Company Name . /'_ �S Dat
w..».....,..-... ..... ............................,.,...._...,..........-,................,...,.....,.................................-.....M ,....,..,................-,..,,,,.......,.............,.,.,,.......,........................ .............
Garage&Pool House for Benfield Patel Residence Page 1 of 4
RESchech Software 'version 3.7.3
NOInspection Checklist
Date: 11/20/06
Ceilings:
❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity+R-2.0 continuous insulation
Comments:
Above-Grade Walls:
(-j Wall 1:Wood Frame,16"o.c.,R-19.0 cavity+R-2.2 continuous insulation
Comments:
Windows:
❑ Window 1:Wood Frame:Doubie Pane with Low-E,U-factor:0.280
For windows without labeled U-factors,describe features:
#Panes_Frame Type Thermal Break? Yes No
Comments: —
Doors:
❑ Door 1:Glass,U-factor:0.280
Comments: —
Floors:
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-2.2 continuous insulation
Comments:
Heating and Cooling Equipment:
❑ Furnace 1:Forced Hot Air:78 AFUE or higher
Make and Model Number:
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed.
❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from
combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation.
Vapor Retarder:
❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
❑ Materials and equipment must be identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided.
❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
Duct Insulation:
❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
❑ Return ducts in unconditioned attics or outside the building must be insulated to R-4.
❑ Supply ducts in unconditioned spaces must be insulated to R-8.
❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-
❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements,
_...................,.................,............w.....,,.,,................w,......................................»...,............._.....w....... ..,......., ................................. ......,.......»..,...................,......,......._.,,.,
Garage&Pool House for Benfield Patel Residence Page 2 of 4
Duct Construction:
❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives),
mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181B.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500
Pa).
❑ The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest
zone.
Electric Systems:
❑ Separate electric meters are required for each dwelling unit.
Fireplaces:
❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors.
❑ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building
Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable.
Service Water Heating:
❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral
heat trap or is part of a circulating system.
❑ Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
❑ Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
❑ All heated swimming pools must have an onloff heater switch and require a cover unless over 20%of the heating energy is from
non-depletable sources.Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2
»»»....,.., ..».......,.»....,.»..a..»»,.,..,».. ...»... .._-._...».».,_...»,....».„»».»».......M.,..».»,»»,.,,u......._»............. ».,,..,..........».»...... w.....»..,..............w....,..,..,....,..............
...,». ..
Garage&Pool House for Benfield Patel Residence Page 3 of 4
i
Table 1:Minimum Insulation Thickness for Circulating Not Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water
Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.6 1.0
Table 2:Minimum Insulation Thickness for HVAC Pipes
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-260 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD:(Building Department Use Only)
».».............»......................,................»......,...........»....,.».....,»»...._.»,,.,,,.»,»,....»..».,..,»._,...,»........»,. ..._.»,.........»»,.................»».»»,................
.,..,.......,»..,....».,,».. .»„-........,.,..
Garage&Pool House for Benfield Patel Residence Page 4 of 4
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET ,_.:r t' ; ., N: VILLAGE DIST. SUB. LOT
01
[FORME'R`.OWNER %!/��, J e N E ' ' ACR.�f°
S r W TYPE OF BUILDING
RESO SEAS. ' VL. FARM COMM. CB. MICS. Mkt. Value
0
LAND IMP. TOTAL DATE REMARKS
�'z9-� ,E,�i C�—tg--<� r �.�,s✓1�r_r�f .�°`i.�:e--..Z.� 4'� i5v' fr` �' � �� � �. '
J
AD
00
/l Z/ --4 l z 2, 2 - 1,7�s�o�
f �
AGE BUILDING CONDITION s
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre _I
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD
Meadowland DEPTH
House Plot BULKHEAD11
°
Total ' DOCK
IV,ff MOM
t.
C�r i � ■■■■■■■■■■■■■■■■■■■■■■■■■ ONE
MINIM■■■■■■■■■ENU■■■■■■ ■■■■■
■■■■■■■■■oo�■■�■■■■fir►■■■■■■e■■
■■■m■■■■■■■■■■■■■i!!■■®■L W- IMMI ■■
Foundation
Basement
i - • __ lnierior.-Fi`'is
Fir- Place r�aisesnra.� • I •
J
• ••- • EVA= /s- ••• ••• Floor i•
•a • -� •ecreation.. om Rooms • Floor
41,
,lll
MINE ME
BY MCDONALD SITE DATA REV:94 -08
TEST HOLE WATERLINE
LONG
GEOSCIENCE
ON G ISLAND NO SCALE ;97TMOLD,NEW YORK SCTM# 100051-045.1 ,
SOUND
O N D TEST HOLE DATA 3/7/0 PROPERTY: 19965 Soundvlew Ave.
Dark Brown Clayey Loam OH ADRESS Southold,NY 11971
S B8.04'42' E 1 FT OWNER: Shelia Patel&Steven Bonfield
S 74.5311 7' E 51 5th Ave.Apt 10
M 11E LINE 23.18' 9 FT Brown Sandy Clay CL New York,NY 10003
HIGH yyq 123.31• 13 FT Brown Clayey Sand SC
OOD MAR DE E B Pale Brown Fine to Medium Sand SP SITE: 27,389 SQ.FT. 0.629 ACRES O
BULKH61) 1 9 1{F�D 17.1 FT COVERAGE:ALLOWABLE:20%OR 5,477 SF �.
OOD 5ULY' 18.0 FT Water In Pale Brown Fine to Medium Sand SP
TOE OF SLOP EXISTING:HOUSE 1805 SF
E POOL,TERRACE,ACCESSORY STRUCTURE:2816 SF z
M EXIST TOTAL COVERAGE: 3621 SF OR 13.2%
N IST DEEP WELL YV STAIR Water In Brown Clayey Sand and Sandy Clay SC&CI. ZONING: R-80
TOP OF g1_UFF WATER:NO PUBLIC WATER WITHIN 500'
TOP Of,
WALL N
SURVEYOR: Joseph A.Ingegno
49.0 FT 322 EXIST DEEP r Water In Brown Fine toCoarse Sand SW Riverhead,Roanoke
11901
WELL —4 / `� _ ih p�
•� / \ l \ COASTAL EROSION HAZARD LINE 55.0 FT 631 72SE#
7-1727
LICENSE# comb
49273
44� � DATED: December6,1995
p�°�+ 43— / �� UPDATED:March 28,2006 ,
- �� . cLs: '., =' HEALTH'SERViCES LOCATION MAP
AG4RTBA ✓AC°BS �"' \ c ' ��i �;�: _.
DIFELLING 5 Ii00M5 �
W/NEW ADDITION STONE DW L j s�(y;t,f" f v" ,�1� , ? rS ,ORK: FOR
v� A 4 bl+ TERRACE %. ao SGf..:_ `:'a``'ttt�?'K;= f• ti.;'ts laC� }
t, t.
\ FRANCO/G/PURITA ._.—
DIYELLING - x
/ POOL ~
SEPTIC SYSTEM FOR i : {,s _P_2.9._. 0 —
BEDROOM RESIDENCE WITH pyy Ai ! I M .? at W
POOL HOUSE,(I)1000 GAL / / /I O I 1 3 }r� s,( a �, ,0 + ., v'N F , al; ;,N-5 loc'Mn Nava been u "¢
SEPTIC TANK(ST)WITH 0,10' 41\ / ' S?S+Ji' E• ..c.? i ; t. .° is y ij 1;� . a. , m car M:tl:�f D�@f1(�ft5 atifid found tC P t> \
VIA x 12'HIGH LEACHING p /� / F��`s=:"'?wP T i=L E&_ MUM 4F BEDROOMS. ��h�y �= rr� c ek
o °e Z.
POOL(LP)WITH FUTURE / J � yo °p E w Q•
LOCATION FOR(I)8' / O O =/ r `� �•�� J m.
8
DIAMETER x 4 HIGH 4p_ / i — O YWELL5 FOR LL��!!
/�y� j/ //i// _
LEACHING POOLS{Lnr) / 2 T' %/ //% ;
/ " ' RAIN YVATER VV�ItGi�!.�1i11X�1�, P.�., w j•E
DW 3 RUNOFF TYP Ofrice an-oast waater T> aluv fll
oil
w•��
o
JI /� LP 4 Q
o � TE LINE1° C
LOCATION SANIISYSTEM T W\� GRAVEL in ��� �� � �,�p,�E OF NE�� o W
/ I PARKING S7. 0
S
N 7p 2s 4 EA 2 3
5p "' II0.95• z
SUM CO. HEALTH SER'VICES
SOUND oo-�a�E®� � ;��,��
N 8\ 2'16'30" W
��Ew 17.52' SANITARY SYSTEM (5 BEDROOM HOUSE W/POOL HOUSE) �FrnF A \�G M2
�f E 3s (1) 1000 GAL SEPTIC TANK
(1) LEACHING POOL (5 - 4'14 X 5' DIA) •
N101F
FRANCO C. PURITA
August 73,200e
FARM
BUILDING YVALL FF EL 45.67' GRADE LINE ELEVATION 5'1.5' SCALE 1'.Wr
GRADE LINE ELEVATION 41.5' GRADE LINE ELEVATION 57.75
SCDHS
I' MIN 2' MAX SITE
I/4"/FT MIN. I' MIN 2' MAX I/8"/FT TOP OF POOL 56.4' PLAN
SITEPLAN SEPTIC `�,�",�Lunr TANK IE. +55.46' POOL OF POOL 25.4
SCALE: 1"=40'-0" IE.+40.64' IE. +55.4' ,
IE.+55.48 GROUND YVATER ELEV +20.4'
5' MIN S P
8' MIN 5' MIN
SEPTIC PROFILE AS BUILT
By MCDONALD SITE DATA 9 LINE
TEST HOLE GE WAT
GEOSCIENCE WATER LINE
LONG SL A N SOUND NO SCALE SOUTHOLD,NEW YORK SCTM# 1000-51-04-5.1 `
TEST HOLE DATA 3/7/07 „97, PROPERTY: 19965 SoundvlewAve.
Dark Brown Clayey Loam OH ADRESS Southold,NY 11971
S 74.53'17" E S 83 04'42" E 1 FT OWNER: 51 Shelia
Ave.al&10ven Benfleld
M TIE LINE 23'1 B 9 FT—Brown Sandy Clay CL New York,NY 10003
HIGH NqT MAR 3-31, 13 FT Brown Clayey Sand SC SITE: 27,389 SQ.FT. =0.629 ACRES
E
OOD BULKHEAp E E g Pale Brown Fine to Medium Sand SP
1 9 WpOD gU1 KH�`0 17.1 FT—Water in Pale Brown Fine to Medium Sand SP COVERAGE: ALLOWABLE:20%OR 5,477 SF y
TOE OF SLOP EXISTING:HOUSE 1805 SF 3
E POOL,TERRACE,ACCESSORY STRUCTURE:2816 SF Z
M
EXIST TOTAL COVERAGE: 3621 SF OR 13.2%
HOOD� .
ev 15T DEEP HELL STAIR Water In Brown Clayey Sand and Sandy Clay SC&Cl- ZONING: R•80
OF N WATER:NO PUBLIC WATER WITHIN 500'
T�OF NALL o
NJoseph A.
EXIST DEEP 49.0 FT SURVEYOR: 322 Roanoke Ave e
HELL 44 ) ^� _ k b Water in Brown Fine toCoarse Sand SW
w 55.0 FT Riverhead,7 11901
�� •� �_ \ ( — 631
COASTAL EROSION HAZARD LINE LICENSE 72E#
LIC # 49273
l 44 DATED: December6,1995
UPDATED:March 28,2006
AG4RTHAOJACOES DEWIE \ \ SUFFOLK COUNTY�EP�ARTMENT OF HCALTH SERVICES LOCATION MAP
DUELLING 1 5 ROOMS \ 3 i
Yl/NEN ADDITION STONE DW \ APPROVAL OF CONSTRUCTED WORKS FOR
.� : v�,:•, TeRRAGE A - FAMILY RESIDENCE AND
Ong Isl
\hSound x
FRAND G/F. ING ITA
_ POOL D.icP_2
SEPTIC, 5Y57EM FOR _ cn
BEDROOM RESIDENCE NIT{i
POOL HOUSE,(I)1000 GAL / /I I The SB'.Y:'tyC"jiSt��..Sc<: :. +ai.. iJi} ��M-�`5�f+S 3��5{OCBNOn have ��"
SEPTIC,TANK(5T) NITi I(I)8' 4 i, / P, ' -SQectE -fly/0r ce',iFi xj try dii�!;epart nt cx t�ttte►aAendes and found V. P ?a
DIA x 12' HIGH LEACHING D +a6.42 / G3 satlsf:cto FOR' TAL UM OF BEDROOMS.
�/ w o Long
b� a cr m Z.
POOL (LP)KITH FUTVRE ry 9S ho4� i a Creek rn a
LOCATION FOR!Ue' 0 gUiLDING i/ L�J �a
m DIAMETER x 4' HIGH qp_ O YNeLL5 FOR w J E g;
L.EAGHIN6 POOLS(EXP) — 2T P.E.,
RAIN HATER / Walter J.HdDert,
O / pyy ; RUNOFF TYP O�Oe af wame sw h�' ra w• A Y
LP 5-7 O Q H
TE Lltl M'
z oN 5 STE";T W� \ o RECEB COP�E OF NF�r y
� GRAVEL N yy�.,,,
• 3 \ � / Y I PARKING `� O�
SUFF.CO. HEALTH EEF4
OFFICE OF Wfilf II ,E3
O
OUND
W N 817.52' Y
0" W '
V�E A V � SANITARY SSTEM (3 BEDROOM HOUSE W/POOL HOUSE) A �,��+ osoz
\ 17.s2
ENU 36 (1) 1000 GAL SEPTIC, TANK
(1) LEACHING POOL (3 - 4'H X 8' DIA) : N
N/0/F
FRANCO CC PURITA
August 13,2008
FARM
BUILDING WALL FF EL 43.61' GRADE LINE ELEVATION 37.5' +'•40'-r
GRADE LINE ELEVATION 41.5' GRADE LINE ELEVATION 3-1.15 RTMPTRrr
SCDHS
I' MIN 2' MAX SITE
1/4"/P7 MIN. I' MIN 2' MAX I/8"/FT TOP OF POOL 36.4' PLAN
SITE PLAN \��IE.+40.64'
SEPTIC LEACHING
TANK IE. +35.48' POOL BOT OF POOL 25.4
SCALE: 1"-40'-0" IE. +35.4'
IE.+55A5' GROUND WATER ELEV +20.4'
SP
66 b 3 MIN
8' MIN 8' MIN
SEPTIC PROFILE AS BUILT
BUILDING PERMIT EXAMINER CHECKLIST *Date Sub`nitted:'17 hzi&07*Date Reviewed:/�//�/&/07
Applicant:' , '' ,, Owner: �cQ l -
g-c. 'tect ugineer: j,. Estimated Cost: ?�
SCTM# 1000- Subdivision: ,+ - Zone: t''1-u Conforming? ,V
Property Address: q 2C1 (��..���._ � City: Pre COs?
Acel
Building Permits (Open/Expired): BP -Z/C/o Z- Info: BP -Z/C/o Z- ,Info:
BP -Z/C/o Z- ,Info: BP - /C/0 Z- ,Info: BP -Z/C/o Z- ,Info:
Single & Separate Search Required? Y oretermination:
REQ. Lot Size: 'Yg*, ACT. Lot Size: 3.1 , S63 REQ. Lot Cov. /ACT. Lot Cov.
REQ. Front --9t® ACT. Fro t _.--'�REQ Side /z`' ACT. Side Rear w PROP. Re
REQ. Height T. Height
Project Description: ADWA-Ur JSp!rep_py�
Waterfro ? or N?
If yes,water body: SOU)ICPPanel# Flood Zone:'X—Bulkhead/Bluff Distance:
ADDITIONAL APPROVALS REQUIRED
Suffolk County Health: Y o �T- f yes, *Be #: * __/_ *Permit#: Town Sept I' i�~lY
- If no, certification required: Y or N Received: Y or N By:
NYS DEC: PRE-DEC 9/ s Y r N-Date: —/—/ Permit#: o J Lette otes:
Southold Truste r - ate:Y /.2'S/ G Permit#: or NJ Letter—Notes:
Southold ZBA: Y or - a / / Permit#: —Notes:
Southold Planning: Y o -Date: / / Permit#: —Notes:
Town Landmark C of A: Y or�TTE / / *NYS CODE Compliance (page 21
. Y r N
Notes: 07-MX04*"
Fee Structure: Calculation:
F ndTeion: SF 1. 14 SF)- QSF)= I y SF X$
ejrci� oor: � `� SF. +Initial Fee: $ ( �
Second Floor: SF +Additional Fee
Other: SF 2. ( 9&9 SF)- (NSF)=__qL*_SF X$ 36 =$
Total: SF +Initial Fee: $ Jl a6
+Additional Fee ( : $ q
TOTAL: $ 1 30
1
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B
Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M
Design Temp: 11 Ice Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE
FULL FRAMING DESIGN ELEMENTS: Y/N
HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N
CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N
LUMBER SPECIES AND GRADE:Y/N
DESIGN LOAD CALCULATIONS: Y/N
LIVE: Y/N DEAD: Y/N SNOW:Y/N SEISMIC: Y/N' WIND: Y/N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS: Y/N, :::-.
EGRESS 5.7 S.F.: Y/N A
LIGHT 8%: Y/N
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE: Y/N
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAM: Y/N
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALLS: Y/N
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
5:21-211 16, HT RETAININS KALL VV STONE A REVISIONS:
VENEER AM OI�ZNAIIIIIIIIENTAL RAILINS Qi12 / 11 / 06
3 ABOVE SEE DEATIL 3 SHEET S 52"1 verify 7 45' 14T
clowclprm C44AINLINK ��2/12/07
FOOTINGS f ENCE YV REMOVE SHOWER
Ea-0104 - 51-51, O.G. Tyr SELFOLOSINIS
- - - - --- - -- -- - - ---- - +41.5 41.8+
- --------- ----- ------- - I I GATE
In rl
V// A 1111A I Ill�WON// n g/�mmm
+45.5
- - -- - - -- - --- - -- -- - - -- - -- -
- - - -- ---- - - --=
F--
STONE T MR 50"CONCRETEAT B
FOOTIN&S 7- Lu 24 T-9. STONE irv.&
BELOYI 6NI 4& EGUAI. A" IDES 6N.
-7 EX15TINC () o
CRANL
12" VIA CONCRETE PIERS ft" BEW N
TERRACE SLAB TO UNDISTURBED IS R460M
_j = r/ Lu w
z
+41.8
1 .2- STONE P� 4 =10 0
SLAB Yv 10,fc 6xi, Imm TYPi AL
lot-6" I I /' / /
I .,� 18n //
4,
wo
Lu
FILL in
1E ww..Rm SLAB M
TO EXISTING FON
WALL FOOTIN&S / _. 0
BELON
ui uj
4 03:
2' THK 12' WIDE 60" LONG BUJESTONE COPING TYP
/ 5+-7f +41.6 1 0
Z-6UNITE POOL WALL STEPS DOWN INTO POOL (L
per foot,
06 STEPS Dom INTO POOL LAM
uj
M%
101_2 H
verify 41
FUTURE
SHALLOA END SHALWA END
�K
4.
L)i
5FAISE
LL
POOL
POOL
0
LU
451 HIT RETAINING
WALL ry STLIC"
FINISH AND RAILING FUTURE ABOVE SEE DETAIL I
FOUNDATION SHEET 5 SIMILAR.
KALL
1411 811
z-
i I I m '�'
"-�-WNITE POOL WALL
:21 :211
DEEP z!lld... E10
.................................
FILL bm THK FOUNDATION WALL
Li
w Yall oer foot 12, r Li- � v L
In
D LI
SKIMOUT TYP I
WW
FOUNDATION YI IF""
e EA SIDE
Ye" per fng)t ui o.
TE POOL WALL Xs" EXPANSION
JOINT BETWEEN CONCRETE --Al
F0O'rIN&S
-T I
N TWO ATI
+45.5
BIELOA Y20 4XPAqSI0ml-1455+ N911 N U) U)
FILL EXPANSION JOINT
,,--Y2
BETYI i0qr-
IL
FOUNDATION KALLS
Nor
4150 HT RETAINING MALL YV—
1211
loll bill STONE VENEER AND RAILING
\-WL" SUPPORT ABOVE SEE DETAIL I SHEET 5
X i6 I -+:� -
FROM ABOVE
2.0
I---- --- 0411 --
Nk — ——— —— —— 4
4z
FILL
bu FOUNDATION WALL FlOOTINISS 8" FOUNDATION WALL
I � I 1 1 6 1 �/' -464 HT RAI, IN&-- Uri
411-4-1— — ———— ——— 4317 45.5
— ——r4-I 4 1— ——--1 +4 .5
- — —— —— —— —— —— — — -t— — ——— —
PROJECT NO:
FILL 0602A
Haim
f ASA IT C4 4 DRAWN BY:
0 POOL
I � — 14 I I I I ' I I /
2
UT
L--------- -- --J Bel.5+ 455+
CHECI
NS
\v / g
2 20 TW, 124 AIDE // j j'3' Y S!^IITGH /
Ole
BLUESTONE- UXTE:
------ TPZAL75 rrr /j NOVEMBER 29, 200
i ---- I_FILL ---- I I i I b* d C-ONORETE / /; / S C—A L E:
TUBE 51 SELOH r, / / of 11 - 09V
lz STEPS GRADE WITH 1/4
&ARAISE
AE50%#M 6 X 6 PIT POST
r i ,:' FLOOR. ABOVE ePP464DE j / SHEET TITLE:
POOL WUIPtMNT ON RAISED
HOOD PLATFORM VV 2X& FIT
JOISTS AND, IX PT DECKINS
.' -----j--- ---- I ?' j /� �/yl. % //
POOL &
7.1 - -—7 TERRACE
PLANS
VERIFY
VERIFY
TO CPAR.AISE
POOL & TERRACE 5 MY SAITC-H SHEET NO:
Imm. POOL & TERRACE 7-
MMN All"IL OIL
Fuu Dm ION PL A N
In la pop
SCALE: 1/4" V -0" LAN
SCALE: 1/4" 11 -0-1
eA 3
3
E
FINAL DRAWING
REVISIONS:
12/ 11 /06
6 :� Jcff .0^ 11mEw DATA
APPRO ED AS NAG'8 COMPLY WITH ALL CODES OF
DATE: 2 G B.P.9 -7� NEW YORK STA T E & TOWN CODES
SCTM # 1000-51-04-5.1
FEE: ° BYZ- 22=
AS REQUIRED AND CONDITIONS OF IM
NOTIFY BUILDING DEPARTMENT AT SO;ITNOLD TC'.NN ZBA PROPERTY: 19965 Soundview Ave.
ADRESS Southold, NY 11971 ,
765-1802 8 AM TO 4 PM FOR THE SOUTHOL D TOWN PLANN'NG BOARD O
FOLLOWING INSPECTIONS: OWNER: Sheila Patel & Steven Benfield
1. FOUNDATION - TWO REQUIRED SOUTHOLD TOWN TRUSTEES 51 5th Ave. Apt 10
FOR POURED CONCRETE �S_.___ N.Y.S,DEC LONC, New York, NY 100032. ROUGH - FRAMING & PLUMBING T 1 SITE: 27 389 SO. FT. = 0.629 ACRES W
3. INSULATIONSLANn 4. FINAL - CONSTRUCTION MUST ' Z
BE COMPLETE FOR C.O. SOUND COVERAGE: ALLOWABLE: 20% OR 5 477 SFOCCUPANCY OR S „
ALL CONSTRUCTION SHALL MEET THE � 4 53 1 7 EXISTING : HOUSE 1805 SFLMJ
REQUIREMENTS OF T14E CODES OF NEW USE IS UNLAWFUL $ SS E O�I'42» E PROPOSED: W
YORK STATE. NOT RESPONSIBLE FOR 9 (f�
DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE ne uN 123.31 , 23•18 POOL,TERRACE, ACCESSORY STRUCTURE: 2816 SF
COVERAGE: 3621 SF OR 1 .2°
pp� 3 /°
OF OCCUPANCY M "`"" A'B. I — �/ ZONING: R-80
ALL CONSTRUCTION SHALL ' Uj
MEET THE REQUIREMENTS OF THE M
,
W00D � WOOD SURVEYOR: Joseph A. Ingegno
CODES OF NEW YORK STATE. Ir� ...�.€ I '� L� '°E OF
ENCLOSE POOL TO CODE O 322 Roanoke Ave
UPON COMPLETION N Riverhead, NY 11901 J
BEFORE"WATER" 631 727-1727 O
N LICENSE# 49273 0
DATED: December 6, 1995
RETAIN STORM WATER RUNOFC °' UPDATED: March 28, 2006 a. Wo
PURSUANT TO SECTION 45-100
0F THE TOWN CODE. QED�,ONE� , Exls�r, N 0 =
-••• 5TAIIR
COMPLY WITH CHAPTER 46-
FLOOD DAMAGE PREVENTION z
SOlJTHOLD TOWN CODE. "'r �
FAST.WAMM
B.W U2 B.WAZf TO BE I¢", Q
CERTIFICATION OF , TWA W
& CONNECTIONS ° T°P OF 1NA1'
NAILING ECI• UNDERWRITERS CERTIFICATE ° X/ / — � �L '--:�
REQUIR REQUIRED w \�'0�re COASTAL EROSION HAZARD LINE AS SCALED
FROM THE COASTAL EROSION HAZZARD MAP PHOTO No. 55-578-83
44 \\\\\\\\ \\\\\\\\\\\ \\\\\\\\\\\
is /g, \ \ \ \� \
.. 41.a+ +42.0 AL RAe +4 .O \\\\ \\ � �Q \\ \ \ \ \\\\
Of
POOL J
rff VIA 6 10T \ \ \ rdVre OT
POOL EXIST. °.�'� �h04 Creek
IC x 50 I reNce Pr DIA x 0 Pr S+ \\
0
SUMM5
ON 6RAVE ;
I 2.0 Z.O DO°RAM�
D PT DIA �a
SNOPER A `C Z•
41 VRCSSIN6 AREA
/ &UTTERS '? / 46. °`'
I //' ATfFI
V/ �•
P OMi g
I / �- DW .r✓tr 1" Y 170E Ed,IM1�IT !a r3
W L�I1 n,Ur
o Li
C Q
CA�CN IN 5 ry�L W J• 0 L �
N j y o Z
LINK \
C0M.AIMM O GRATE U W• = g
ST. �q W• a N
O
38
0'DIA x 6.Hr 0
N/,O9''/ PARKIN& V�
\ / 8'S0 AREA
o `w
..S t aSo
31
` moo• '•', . . ;� _ �� �, �;
IEA \ N 82'16'30" W V 17.52'
E PROJ T NO:
i V
I.o
0602
DRAWN BY: NS
CHECKED BY: NS
DATE:
NOVEMBER 29, 2006
SCALE:
1" = 20'-0"
SHEET TITLE:
g
LA
SCALE: 1" = 20'-0" SITE PLAN
Q SHEET NO.:
M
e
co
0
N
N
FINAL DRAWING
16" HT RETAINING, WALL YV/STONE REVISIONS:
VENEER AND ORNAMENTAL RAILING, A 3 12 / 11 / 06
• 3 6" CONCRETE ABOVE SEE DEATIL 3 SHEET 3 32'-2" verify 7 3 2,�" 46" HT
`� 3 FOOTINGS CHAINLINK
N BELOW 51-8" O.G. TYP FENCE YV
`t SELFCLOSIN6
/
&AT'E
53
:y` a. % •'j' ;'a. G 1v": :r. :•� ♦ :r:r' yri' ':4: •�;.. :• f•'•t 'i.'::�• /
CONCRETE STONE AT B
Foo,nN65 . i :rj, i `? I �/ 2"- STD I I A Y
BELOWNo EX 15T I N& "
ORANL
5P14G IZ VIA CONCRETE PIERS Sb BELO
TERRACE SLAB TO UNDISTURBED ( `•' /
uj
I O 2" TONE P VE oN 4 CO? C +41.5
I '. I Io TH n
Li
YV/ � 6X6I TYPI AL
jY'IAY,SW
" / UJ
_ FILL
Iff : I
TO EXISTING, FDNLAB � GONGRET'E
WALL FOOTIN65 I
BELOW3: MJ
•'. '� O
I I / " " "
Z THK IZ WIDE 60 LONG, B1.UESTONE COPING, TYP O .�.
OINNININ
z - 6UNITE POOL WALL I I / / STEPS DOWN INTO POOL Ye" pe fo t Q.
SMPS DOWN INTO POOL ( I
06
10'-2" verifyLi
15' 4' I \\\�\\'�•y-��i \\\\\\�\\\\\• 2�� ee^1
O SHALLOW END SHALLOW END
Gib WL
I \\\\\\\\\\\\\\� \\
5PAGE
J
I POOL
------ r.`: POOL � �'
I I I I T 46" HT RETAINING, ttS (/)
I I WALL YV/STUGC.O O
FUTURE 'w: I I A; FINISH AND RAILING,
4:. r;
ABOVE SEE DETAIL
FOUNDAT10•L I I i �� I SHEET 5 SIMILAR
14" ' 8" —
a�
r m Z
2'-2" 6UNIT•E POOL WALL I I ojs Z.
DEE END :h I DEEP END n co Q• �
.fit. I
FILL 5" THK FOUNDATION WALL I I -� °a
T
12o °
foo 12' 1, 1, 1, W J z
5" FOUNDA•:TION WALL I i I ,~ I o IMO SIDE
D w• = g
.} uj. QIf 0
N � t4
� in EXPANSION
6 WNIT'E POOL AALL
CONCRETE . ` / p Q �••• v
U1 F(OOTIN65 I TYVO FOUNDATI N
J BELOW "` L -� —— — ,
BEXPANSION BETKEN T'WO JOINT :� S � �J01 435+ I ING, = 3 JOl N51 N
. •,.... ;•:. ..,•..:• ...;.•• ..;. : ' .. • '.'••':.;•i•-a;.:: .'R•, :' .... ..k,.: . ;•.r,•:• . .. •.a: �-:':.;::: . FOUNDATION YVALJ..S ,
•r.• rr•
,..,... •'Y*.�i. ,�•• '•Ian .fr .l I^:f:;i f,.:•:�..••., -�;I,^ i:. ..mod•^ rry f 'l�- ,(:.1:..Y 1.:nl S•wf /i' i;. ,
45" HT RETAINING WALL YV/ Li
-
10" z I I I I I 1 " STONE I I DRAIN GONNEGT'ED .t
tr `D I 1 I I I I 6 _ — `A VENEER AND RAILING
m I 1 1 COLUMN SUPPORT I I I .' L— ABOVE SEE DETAIL I SHEET 5 TO >✓�FCYNIEI.LS
wN ------ -------------- I I - ---
,* I I I FROM ABOVE I I Sti •:? :i, .:.::,i c•i' ` ;t I +41.5
I— —I +42.0
15' I I I N D ,
r I 11
GONGRETE�i I I I I I I I ?s w; _
5" FOUNDA'TION WALL I I FOOTIN65 I I I i I I I {
FILL
I I I I 5" FOUNDATION WALL I I I I a:, r•• " � n .,.. '•�
I I BELOW I 45 HT r .5" ) .J
I ',� I I I I I I I 1 I I :�• I �i: I
• I I I I I I I I +% I , �• �"
6"
-----I— �--L -------------- — --I--- I ; .I:�r: I r. L N66 TE ai. .:;: w::;,. ....; . :�...;:;• -- Z YVI 43
r.'•-- f•.r:•'�.. f?'%I`4,•Ai•' • .rV..:•N,:.i•�J: ,`.•- i>••n ,a.:: b" d
• ,
:t: FILLAID
.� I
I I I in i
QROJECT O.
FILL 0602A
Y4YTOOL
Or HOUSE
Y�ITGH DRAWN BY:
LIT
it
J
/ / POOLCHFUKE BY:
.. ... I / / /' // / / �/ PUMP HEAT ER m
CONCRETE Z" THK 12" AIDE NS
_ �,
————————` FOOTINGS BLUESTONE / / Y SWITCH 5/ Y SWITCH' /
DATE.
------------- -' BELOW TREADS TYP s, �� NOVEMBER 29, 200
r: I FILL _ I I I . i -►' " / ��
---I-- ---- - I I 5 d CONCRETE / j C / / / T A E:
TUBE OUTDOOR SHOWER WITH
/ �iJPPER OOR/ // / / ' 4x4 CEDAR POSTS AND 1/4" = 19 . 091
G>� �tG I I wW /
' = / / ' S d / 2x4 CEDAR FRAMING
----I---------1 I FLOOR i I 6 X 6 PT POST „ /� / /
// / �/ / AND Ilxb TdG VERTICAL SHEET TITLE:
I ELEv +3-rs Ir I ABOVE GRADE % // BOARDS e 6 FT HEIGHT
;'•�• I— I I ,>,: I % / / / '' / / !/ /' / POOL, EQUIPMENT ON RAISED POOL
PLATF�:.::'�='_ ?:•s y.•::;•.:;;.; I I I / / / / / / / /� / / Jol05T�"w AND IX PT DEEGKIN6
TERRACE
SZ PLAINS
i
VERIFY 26 26,
VERIFY �,� 6
POOL TERRACE TO GARAGE v o
g 8 WAY SWITCH , 7
pffilibi, Aft MR" r% POOL TERRACE C 1 �� �G y SHEET NO:
co
cb
u u v
N 10 LAN
9
(0 " LA
SCALE. 1/4 1 -0FLOOR
o
N SCALE: 1/4" = V -0"
a
TOP RAIL: 2x6 CANTED ON 2x8 ON 2x4
ME a
2x4 MID AND BOTTOM RAILS w/
TOP RAIL: 2x6 CANTED ON 2x8 ON 2x4 - 2x2 BALUSTERS AT 6" OG
4x4 00A P05T CASED w/I x CEDAR
2x2 BALUSTERS w/ 13/4" SPACE
z BETWEEN BALU5TER5 ON 2x4 RAILS TERRACE PAV I NS c� MTL �NSLE BOLTED TO
TERRACE PAV I NS TOP AND BOT ATTACHED TO POSTS 2" THK STONE PAVERS RAI L I NS P05T TYP Lu
2" THK ��TONE PAVERS ON = ON 4" THK GONG SLAB - 3 II II II II
�o = 4x4 CCA P05T CASED w/I x CEDAR �o /8 THK 5Y2 Wx6 x 12 MTL ANSLE BOLTED O
4 THK GONG SLAB W/ �(o cy = O BOLTED TO METAL PLATE W/ 1(o 6X6 WWM TYPICAL TO GONG PDN WALL � 5 -8 OG
6X6 WWMI TYPICAL It -
2 1/2" THK BLUESTONE COPING / 2 1/2" THK z
j BLUESTONE
5"x 12"AW MTL PLATE WELDED GOP I NS
° TO MTL ANSLE
COMPACTED 5UBSRADE co
,
Lu
COMPACTED SUBSR, DE ! 2" OVERHANS TYPICAL W
6"x6"xl2" MTL AN&LE BOLTED �
#51 ® 12" O.G. VERT 4 HORIZ TO GONG FDN WALL ® 5'-511 OG ° �.° d � O
--,#5 ® 12 O.G. VERT 4 HORIZ _
SR, DE uj
STONE VENEER O W#5 12I O.G. w/12I HOOK w 36I SPLICE X
=
STONE VENEER MORTARED TO d / MORTARED TO < c
8" 4" CONCRETE RETA I N I N6 WALL % CONCRETE CL
z od
#5 ® 12" O.C. w 12' i RETAINING WALL uj Q
611 611 - HOOK w/ 36" SPLICE % O
m
REINFORCED GONG TOOT I N6 W/ a ° °
° SRADE �
#5 ® 12" O.C. AND #5 @ 12" O.C. CONT. ® a = %r Q
d Juj
° DOWN TO UND 15TURBED LL o
5UB6RADE TYP ° _
2' A.01 REINFORCED GONG =o
I=00T I NS W/ — 0
#5 ® 12" O.C. AND #5 811
12" O.G. CONT. a 411
O
R t I A 11 Mm I N Go' W A L L E 1"A I L 21-211 1011
(N.T.S.)
d d � °
° d
I P05T FOR ROOF ° O °� Z • CD
11 STRUCTURE ABOVE ° ° ® ° ° d DOWN TO UND 15TURBED co a • �v
51-1 " TO SARA&E FOUNDATION +/-� %
�, 5UB6RADE TYP o X
DECKI N6 ( , L I SN STRUCTURAL cnpo—
POST W/ I= GE OF W •w Z W
RETAININ6 WALL D W �W
DECK STRUCTUREKtTIE DETAML m waN m o
Ixl2 SKIRT BD (N.T.S.) a
V M
SR�DE
°
[� d
TILE MORTARED
TO POOL WALL
d d
LIQUID APPLIED
WATERPROFF(INS BELOW SRADE OF fir
SUN I TE POOL `
#5 Cam? 12" CJ.G. VERT HORIZ STRUCTURE °
°
#5 ® 12" O.G. W12" HOOK w/ 56" SPLICE ° PROJECT 0602A
d ° DRAWN BY: NS
a
REINFORCED GONG FOOT1 NS W/ CHECKED BY: NS
#5 ® 12" O.G. AND 4#5 ® 12" O.G. CONT. d DATE:
S NOVEMBER 20, 2006
SCALE: NTS
2VV1—/II 1011
SHEET TITLE:
POOL &
L] 4W
m TERRACE
d °
O ° m y DETAILS
°
DOWN TO UND 15TURBED
41 5U56RADE TYP
SHEET NO:
DETAIL—
(N.T.S.)
BUILDING PERMIT
26'
41
2 �2"
12' D
square 8
agvare I' �vv
s
O
1777
10
DN N d0 B Lul
Y
SUTTER
ALUM GUTTER A(pl x x O 9 O
--- - i- ---- - - ---- -i ■�
w
I STORAGE/ I Z
ME04ANICA I
I VOID _ - - C
5Y2" 1 9 .4v
W
�
i in
' I c I ■ry �
TV CABINET � 2 O
'Y Lu
ON I - _
5 2x6 BEL YV TRANSOM
— F (2)2 " S�NLSOM
/000,.oK
I = O � +46A O T
_ O� X�d +�O ryI�� / x< TH�R00M I O W
v I A +��
I I (5)2x12 ridge I D 1= I V
IV 0 p I CUPOLA I p j B I n E
''' ti+� I I ' O g Q
I 0 Lim
'Y+� Ask
% � o +� 4 cY
/ I✓ O — I n
I lo t- LIN. GL
■ x m Q
" I �_ Li
O D 2x106RR 2 O
I ri
I POOL HOUSE2"
I UPPER Loon I a�
I ui
E-EV f46.0 STORAGE I in Q
J
LN
L- --------- A Q Lu
- ---- I F"-
ALUM GUTTER ALUM GUTTER
O
(TYPICAL) 12' (TYPICAL) 12'-W2" 5'-6y2' 6'-by2" �
26' W2" 2"
26'
u E m L E 11 E' L P L A' N
SCALE: 1/4" = 1' -0"
SCALE: 1/4" = 1' -0"
NOTE 4x16 GMU FROM Z.
4x16 GMU FROM 4xi6 GMU FROM FOOTING O ..
4x16 GMU FROM FOR ADDITIONAL d 4
FOOTING TO FOOTING TO A ® BEAM I E OF N Q' c
FOOTING TO INFORMATION AT
UNDERSIDE OF UNDERSIDE OF I PAGE/STAIR UNDERSIDE OF 7 QU BEAM J c ^
BEAM TYP BEAM TYP FOUNDATION- SEE BEAM TYP j U x= n o °
I 26 SI-I�r1 �� ;® � D B w Z W
I I 26' $ 9 w v W LL
ji . O
II -11 L-11 �1 1511 �U Q N O tt
I I 1 J -.7
II
W• w x
I I -------- —————————————— ——————— dJ I (aL2x10 GGA F
I I r------L_�--------------L-:J-------7 � �.
I I I I I i III 1 " 1 ■
c114"TJ1/25o FJ C
I .
I I I i III ®Dom,
I I I I I III _ " " 4" GONG. SLAB
_ �------ I I I N ■ I s I � xa �Lv� � �
-- — -- //�� pp //�� — �-------- p6X6WWM51-10P1
G1�1�A& I I = DROP BEAM
• I -- i 1-------- o ,yam ,�;� ; � �:�`�
FOR ADDITIONAL I III cv x F-0�
INFORMATION AT I I ------- _ �- ELEV+5173
I I TERRACE/STAIR I —————— err 4"'' I►'!a ; 1 ► a
I——————— FOUNDATION- SEE i ® A
I ------ L
I _ � SHEET "2
- -I I- W8x1a - - C �r
1�" ANs1oN Jot W/ 8 � ROJEC N
I FILLER # SEALANT --- P O:
I 0602A
I
L----------I I I I UP L" FILLED WITH CONCRETE O DRAWN BY:
VV W S68xft"x12" PC FTS W/4" NS
A5 AT ALL &ARAcSE WALL5
By:
/CEILIN& FIRE RATED I
SEE U FIRE RESISTANCE DIRECT 2000 (SXRH)
I - 0ESIO No L544 UNRESTRAINED Y RATING NOVEMBER 20, 200
' 6' THICK FOUNDATION I I ONE HR FOR DETAILED INFORM"'n : S
WALL WITH Wd X 16" W ( % PLYWD SUHFL.00R GLUED TJI FLR JTS, PROVIDE A
I FOOTING a V-O" BELOW I I TWO LAYERS TYPE G GYP BD SGREVIM TO dD 1/4 = 1' - 0"
I GRADE I i 61 RESILIENT CHANNELS Ili"x2V 25 GAUGE &ALV STQ
SCREWED TO TJI FLR JTS SHEET TITLE:
,: i I ( ■rll " EXPANSIO JOIMT W/
I L————————— ——————————————————————J I FILLER t NT
0 ,- FLOOR
GONG. APRON PLANS
8"
—————————— — ——————————
- - - Ik 2'-4■ 2 21-w,ll
21-4" a' 2' 41 21-4"
26'
8" 26' 8"
SHEET NO:
0% m F1 LIst ML..ff L 0 W Em R L E V` Lm mr L A I
FUEUEN "DrAkTION PLAN[ as
SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" t f�
BUILDING PERMIT �`
1 --
A D D A
7 8 7 CUPOLA SEE
SECTION DETAIL
"F" SHEET 8
CUPOLA SEE T
SECTION DETAIL
zl� c "F" SHEET 8 UJ
PROVIDE METJ kL PROVIDE METAL Y
SYEP FLASHIN 5 AT SYEP FLASHING AT
ALL ROOF ALL ROOFMIALL O
CONNECTIONS ) CONNECTIONS ('TYP) morn >-
b
10 5 10 I W
al
WARD I!be!0 TIRIPBOARP Li
104—Ek"ER
P gg
W
I H441 I %FJ
"
12- PDX
OUTDOoR SHOWER WITH POOL ENC1-05URE RAILING 48"
OA O 4x4 GEIDAR POSTS AND H16HT WITH SELF CLOSING 4 SELF J
HLFj- 2X4 CEDAIR FRAMING AND LATCHING &ATE W
IxE; T46 VERTICAL O
knee wall BOARDS • 6 FT HEI&HT MrM O
56" HI&H RAILING
:Q
upper level 46' x
- - - -- - - - — - - - --- od
first floor plate ---------------------- ----- ----- Q
00
W Aft
_ terrace level 45.5 tE
• '� •I I 4" THK STONE VENEER ON9
• 5x4 DOOR CASING GRADE '' I I }; CONCRETE WALL
STUCCO FINISH
FLA SE
i'• I I °• GRADE
GRADE POOL I I M;�• `—PROVIDE STONE TO on BELOW &RAPE
8" THK CONG FDN WALL I I '•
i
H1
rmrmo floor, 51.5 ON ION24" CON, FT& _= t` _-------- ------------- -- I I SEE DETAIL I SHT 3
DOWN TOUND157URBED � — -------- ------------- �, —_ �_------
I SUB&RADE,MIN S6" — ————————— ————————————— J
CONCRETE APRON / BELOW &RAVE y — ——————
O
I L`41, Lu
O
Lm
O%J %i I M L. L �VA�10" N— No"
Y!
SCALE: 1/4" = 1' -0" I H E LEVATI N—
SCALE: 1/4" = 1' -0"
06 Z•
.J2•
z
wJ• � Q � �
w• v D � uiIn
a 2 e 3
mow• " in
cq
Q F-• c�i
cn v�•
STRUCTURE
BEYOND
52" HI&H ORNAME14TAL
RAILING, 48" ABOVE GRADES
SEE DETAIL 5 SHEET 03
3 EXISTING BUILDING WALL : '
E� A
461 W16H CHAIN LINK FENCE
OJE O:
0602A
I DRAWN BY:
in r
GRADE NS
CHECKED
BY:
NS
I DATE:
FOILtVI CONCRETE I I STONE vENEER I IO N POOL BEYOND I I I I OVEMBER 20, 2006
BEYCONCRETE PIER WITH 2" --------���----------------------.7 ------------I •1/4" = 1.-0�.
THKBLUESTONETOP -------- �— -----------J
-- - - -- - - - - - - - - - - -- - - - - � SHEET TITLE:
BUILDING
rt ELEVATIONS
I'MUROTH E L EVAI=10
SCALE: 1/4" = 1' -0"
SHEET NO:
BUILDING PERMIT
_ 1
E CUPOLA SEE C B
8 Of DETAIL ] ]
"F" SHEET 6
PROVIDE MET
6 SYEP FLASHI AT
ALL ROOF L) O
CONNECTIONS ) >_
let
midpoint of dormer roof ELEV +56.2 a doc Z
or
TO MATHER P GAP—
PROVIDE METAL SYEP FLASHING AT IX8 FACIA IV WTTER W LU
ALL ROOT-MALL CONNECTIONS (TYP) 12" TN,
IX6 FRIEZE 12N
' PROVIDE CEDAR PERFECTIONS w/b' I NXI BOARD F 'f" SQ COLUMN O
+/- EXPOSURE ON 30# BLD&. FELT
ON 5/6" PLYWOOD SHEATHING ON A CASEb W/Ix
2xb FRAME w/R-Iq BATTIN(9. (TYPJ WOOD
knee wall DECKING �uuj L4 STAIRS + STONE PIER 50" 50 AT BASE J
.� W/2' THK STONE COPING W/2" O
upper level 46' Al-44N I OVERHANG EQUAL ALL SIDES O W
first floor plate T_2NMIEZE ISGARD 4 Q.
DRIP
CE 145 48' HIGH
I6,
GRAIN LINK pg
c terrae level 43S IF -- FENCE
PROVIDE CEDAR PERFECTIONS w/b" . °I I • .• . .. I¢E'TAINING WALL IN/,vTUGGO FINISH • • •r Jl . . , . • ,
ON 5/8 PLYWOOD 5HEATHEXPOSURE ON 50# B I�NcS ON Ix. FELT
I I I I I I Pool BEYOND I-J / FOUNDATION I = I
LATH ON GONG FDN WALL I ----- I I -----J ---I I ---- -----------------------_-_ FJ �/------- BEYOND ----- I -- ---- I
AVERAGE EXISTING ---- -----L-- I� ----------------------- __----- J -----------------� ---------� Q
s _ _
6RADE +38.2 I� STONE TREADS WITH
r STONE TREADS WITH %�-
_ uj
ar a floor: 3,15 __ I I STUCCO RISERS ON I I
---------------1-- ---------_ CONRETE FOUNDTION I I / // CONRETERFOUNDTION LL
I I CONCRETE ------------ I I /�/
/�
FOUNDATION
I
----- BEYOND -----J STEPPED ( ` �j� 0
---------------� FOOTING \ ----------- ' _
Lu
Ecn
A ST "ELE' VAT101mmm
SCALE: 1/4" = 1' -0"
B C E
7 7 8 cl!f z.
CUPOLA SEE N Q M
SECTION DETAIL
'F" SHEET 8 J c Y
PROVIDE METAL W .J•
0 °
SYEP FLASHING AT _
_ ALL ROOF/WALL W• Q nur
'� p pop" LO
CONNECTIONS (T Yr) W N
a midpoint of dormer roof ELEV +56.2 c) N-
oc %FPI-R ON Fa
IX8 FACIA NV &UTTER
N
12 12„ IX6 FRIEZE BOARD
PROVIDE METAL SYEP
'Y 50 COLUMN O IO FLASHING AT ALL ROOF/WALL
CASED W/1x 2,-�" CUSTOM CONNECTIONS (TYP) 'R
1 knee wallellool, MTmS riooD '
'-4" upper level 46' "c� -
Emir; CAP 2N first floor plate Q �ROJECT NO:
JL 0602A
terrace level 43.5 RAWN BY:
CHIEZKE
5x4 DOOR CASING
9T1�O:FINI -
DATE:
,o NOVEMBER 20, 200
I � - AVERAGE EXISTING E:
I FOUNDATION &BADE +5&.2 1/4" = 1•-0••
------------------ ------��------------------- - =====_ ____ --- -____ _---- efloor: 3'iS
L--- --------------- ------- --------------------- -------___�-------�-=�=-CONCRETE SHEET TITLE:
FOUNDATION
- -----I
BUILDING
---------------
- ELEVATIONS
FOOTING
STEPPED
FOOTING
wLb- I= LEVA i %j im PROVIDE CEDAR PERFECTIONS W6"
SCALE: 1/4" = 1' -0" +/- EXPOSURE ON 500 BLD&. FELT
ON 5/8' PLYWOOD SHEATHING ON Ix
LATH ON COW. FDN WALL
SHEET NO:
BUILDING PERMIT
Lu
Y
(.) 0
w
z
w
U) c!)
O
.I
Ow
O = Lu
0. E—
CUPOLA SEE SECTION 06
DETAIL "F" SHEET 6
w
Q
PROVIDE METAL
SYEP FLASHING AT
ALL ROOF/WALL
GONNE-cnoNs (TYP) J
;E O
12 =
a� Lu
\—R-50 BATT INSUL 0
GYP BD
tLIN6 4 X 6 COLLAR TIE
Ix GASSED BEAM
'I" SO COLUMN CASED W/Ix, m/S' +T- 06 Z.
W/ 0) 2xb PTL PROVIDE ON 90 • POOL T�T p ll G
POST ANCHORS TOP AND FELT ON 5 8" PLYWOOD U J N Q• g
BOT A L A wi' yV I' - Q SEE INTERIOR
GAP) i GOL BASE (Ix4) TYP �Q I `j ELEVATIONS A J g o
• = R-19 BAIT
SHEET 10 INSULATION ° >-
W J• = ; ?
U.
nee
RAILINS SEE SIMILAR k wall D UJ• u
DETAIL I SHT S 1- °
kn
DECK LEVEL + y,IOOD PLYWDI SUBFLOOR W• a N
DECKINS ON FLOOR JOISTS Q U
t STAIRS cW
u r level 46'
upper level 46' CO N-
first floor plate
1fl3y2"COLUMN FILLED WITH CONCRETE hV
terrace level 435 :{: NEW 3b"x3b"xl2" PG FTG BELOW POSTS
`•� `'''`' Vm e�r
ABOVE AT ALL GARASE WALLS terrace level 435 "41
X.-L-L
SEE UL FIRE RE515TANCE DIRE ORY 2000 XRH DE51CPN NO L544 UN INED HOUR FIRE RATED WALL/ • c� ) RED ;
\ \ �: \// \//� r• - :' ASSEMBLY RATING I HP, FOR E E TAILED PROVIDE ONE LAYER TYPE mXm
\ •K ;:' Q "; •'•.+ INFORMATION: GYP BD ON SARASE SIDE AND ONE
/ GUI!I T Shl I MM i`!G OO _ : w' /\/\/\�/\/\/ PLYWD SUBFLOOR GLUED TS FLR J , LAYER " TYPE "X" GYP BD ON = dJi s'. 4 ' W
\ \\/ / -�tt:.�r� ( L Q •;� // // /� // // / PROVIDE TWO LAYERS TYPE YP BD OPPOSITE SIDE
\\ \\ `js SCREWED TO RESILIENT GH 5 OS"x21�' 25 `
/\ CAUSE SALV STQ SGRENW W TJI FLR JTS G R G
" \ \\ • • 8" THK CON, FDN ON 12"x24" CON, �ROJE-41"NO.:
FTG W-6" BELOW &RAVE PROVIDE " 0602A
\//\//\//\//\//\//\//\//\//\//\ \ ' •:,. •. . «: \//\//\//\//\//\/
\ \ \ \ \ \ \ \ \ \ \ •�• ''•' STUCCO FINISH ABOVE GRADE AND
garage 4 THK GONG SLAB
\ \ \\ \ \ S LDRAW BY:
DAMPROOFING BELOW GRADE j"V to�(o 6X6 WWM . .
- 9a floor: 3ti'15� �, garage floor: 3'15 NS
/\/\/\/\ '• !y••. ••"� \/\/\�\ \/\ •: �• .•"•• t :.•:. . . .;t.: (.Ii.r s •' •'.y f!• . .•t..w• .•.• :w• •: Y ••r:•r• i s •,r y' t .
` •\ \ CHECKED BY:
\// / //\//\//\//\// /\//\// DATE:
\\/\\/\ ':,:• , \ /\\ \ \/\\/\\/\\/ NOVEMBER 20, 2006
//\//\//\ • , •~•'S y1 i.' • M •.:•.r'" ` • • :` \//\//�/� //\//\//\//\//\//\//\// /\//\//\//\//\// "•'• •:+�: \// SCALE:
// // SHEET TITLE:
BUILDING
SECTION
SHEET NO:
1 L"0" 1 " Eld-o"10M
SCALE: 3/8" = 1' •-0"
BUILDING PERMIT
I
CUPOLA SEE SECTION
DETAIL "F" SHEET 6
PROVIDE METAL
SYEP FLASHING AT
4'-8" I ALL ROOF/YVALL
CONNECTIONS (TYP)
I
I2 UJ
10.5 R-30 GATT INSUL I
O
I
I
I
R-la BAIT I R-II GATT-,, R-50 W
INSULATION INWLATION GATT CEDAR 5HINSLE ROOFING ON WOOD Z
I
LATH ON NEW ROOF RAFTERS,INSUL 12 w/5-I/2" TO WEATHER (`T1'P) Lj
Nyyyyyyyyyyyy calling /X/ " W
\ 2x4 RAFTERS ®Ib
REOREATI ON I 2x4 HEADER co woo
ROOM I PROVIDE HURRICANE CLIPS AND Lu
I ALL REQUIRED STRAPIN6 Ix FASCIA CUT TYP O
it
I BATH _
n
ROOM n J W
O
I � n O = LLJ
CL
I p WINDOW
FLOORING ON06
PLYWD vUBFLOOR 2x6 CEDAR 51LLWtITH FLASHINS Q
ON FLOOR J015T5 I _ W
I upper level 46' I2
CEDAR SHINGLES ON 150 BLD&
LJL
first floor late 3,_IO" PAPER ON 5/8" PLYWOOD X x 'X x x x x
! SHEATHING ON 2x4 FRAME
110 PROVIDE METAL,
SYEP FLASHING ,AT
��. terrace level 495 ALL ROOF/WALL
A CIONNEGTIONS ('T'YP)
Y.. GARAGF- FLOOR/GEILING FIRE RATED I HR SLY
SEE UL FIRE RESISTANCE DIRECTORY 2000 uj
(bXRH) DESIGN NO L544 UNRESTRAINED
„ 8" THK CON, FON ON 12"x24" CONG A55EMBLY RATING I HR FOR DETAILED ;.
LL
x FT6 3'-6" BELOW GRADE PROVIDE INFORMATION:
9/4" PLYWD SUBFLOOR GLUED TJI FLR JTS, CC J
STUCCO FINISH ABOVE GRADE AND 4 _
DAMPROOFIN6 BELOW GRADE SCREAMTD RESILIENT CHANNELS B"X? " 25 'r
F ul
:a GAUGE 6ALV 5TL) SCREWED TO TJI FLR JT5 s;" \ \ \ \ \ ° SCALE: 3/4" = 1' -0" UJ
4" THK CONO SLAB
/ / / / •-'
YV
'(o / garage floor: 31S
//////////// � � / / / / / / / / / / / / / / / / •/' / / / •3 ///////%�
�\ \\\\\\\\\\\\\ rn a• o
\ -1LJ g o y
��++ & r2
W J. Wz
az
� We0 uio
2 W• v A
0 u I L DOM N GO` 0" E C I"I A gun h' I'vo
SCALE: 3/8" = 1' -0" 12 a ~•
I0.5� R-so BATT INSUL N N•
BATH
R-30 ROOM
BATT
INSUL 6
x
knee wall
A
FLOORINS ON ST Ofitl'tG } `4"
R-la BATT PLYWD SUBFLOOR
�i INSULATION ON FLOOR JOISTS
upper level 46' ILI
' °
.41
r..
first floor plate ROJEC 0.0602A
:w
i'
LIJ DRAWN BY:
fv
INSterrace level 43.5
` FLOOR/CEILING FIRE RATED I HR ASSEMBLY CHECKED BY:
s�:•` 8" THK GONG FDN ON 12"x24" GONG SEE UL FIRE RESISTANCE DIRECTORY 2000
/\ \\ \ FT& 31-6" BELOW GRADE PROVIDE (BXRH) DESIGN NO L544 UNRESTRAINED
e l \\\\\\ \\\ STUCCO FINISH ABOVE GRADE AND ASSEMBLY RATING I HR FOR DETAILED DNOVEMBER 20, 2006
DAMPROOFIN6 BELOW GRADE INFORMATION:
3'4' PLYWD SUBFLOOR GLUED TJI FLR JTS, SCALE:
4 \\\\\ Gfi� G PROVIDE TWO LAYERS TYPE C GYP BD 3/8" = 1'-0"
•o /\//\// ''^ AUGE 6ALV 50REHW TO ST�L)ILSGREY6ED TO TJ�PLRJT5 SHEET TITLE:
\\\\\ 4" THK GONG SLAB 4" THK COW-, SLAB BUILDING
garage floor: 3'iS YV/ 1040 6Xb WWM W/1% 6X6 Yw
SECTION
/\\ SHEET NO:
Blum I LDHILMOU'Oft 0" FEC""I"10100" m
SCALE: 3/8" = V -0"
BUILDING PERMIT
CUPOLA SEE SECTION
DETAIL "F" SHEET 6
PROVIDE METAL
SYEP FLASHING AT
ALL ROOFNNALL
CONNECTIONS (TYP)
LIJ
I2 0
O•�J\ CEDAR SHINE G
MOD LATH ON NE6
W
19 F �z N midpoint of dormer roof ELEV +56.2 Z
oge"o, W
FF co
O
CONNECTIONS
J
O W ®1
O UjR-30 BATT INSUL =
0. 1�_ FOR!
06
STORAGE STORA&E knee wall F'
W Q
R-Ia GATT
INSULATION I `Q
ATT INSULATION (I?-14) upper level 46'
first floor late Q
MRS].t\.Y .�•
A"COLUMN FILIJ=D WITH CONCRETE W/ Ln terrace level 45.5
NEW 56"x5b"x12" PG FTG BELOW POSTS ,• Uj
.k
ABOVE AT ALL GARAGE WALLS : ESSEN
FLOOR/CEILING FIRE RATED I HR
•.: + :f •t• • i SEE UL FIRE RE515TANCE DIRECTORY 2000 O
}'. ;,�• G i�,�G (5XRH) DE516N NO L544 UNRESTRAINED
\ . /\ /\ /\ ASSEMBLY RATING I HR FOR DETAILED •j •
\/ " " INFORMATION: QLU
8 THK GONG FDN ON 12 x24 GONG s/4" PLYWD SUBFLOOR GLUED TJI FLR JT5,
FT6 3-b W BELO GRADE PROVIDE �� 0
\ \ \ \ \ STUCCO FINISH ABOVE GRADE AND PROVIDE TWO LAYERS TYPE G GYP BD \ \ \ \
�.,;.;•. \\ �\ \\ \\ '•:f DAMPROOFIN6 BELOW GRADE SCREWED TO RESILIENT C:HANNEL5 G"x " 25 ..:,� \\ \\ \\ \\ \\ ``�r`: \\ \\ A��ERA6E EXISTING
•. \ \ \ \ \ . . GAUGE 6ALY 5T1.) SCREWED TO TJl FLR JTS \ \ \ \ ?.-• ; \ CUPOLA SEE SECTION
\ : '+ 4" ITHK GONG SLAB ::. /\\/\\/\\//\/\ ;. \\/\ GRADE +55.2 DETAIL °F° SHEET 8
\\ \\ \\\\\\\\\ s.: . �(o bXb WWM \\ \\ \\ garage floor: 5*15
MRS PROVIDE METAL °d Z•
SALLLL ROOF/ ALLLAT L["it I N (7%- %ova-%-0'p Em to";47 K0,iff"U' PNO N a
SCALE: 3/8" = 1' -0" CONNECTIONS (TYP) _j
a 0 "
ow >
W -J• Fz
az
12 D W- 0 LLI
• 105 \ nW. A
VALLEY
FLASHING N N'
midpoint of dormer roof ELEV +56.2 TYP
®°'
:.T
,.. . .
CEDAR SHINGLE ROOFING ON
WOOD LATH ON NEW ROOF 00, I
RAFTERS W5-1/2" TOYCATMR (TYP)
d `
a.
ROJE O.•
knee wall r ii 0602A
• DRAWN BY: NS
IX8 FACIA W/ GUTTER
D KI
Ix6 FRIEZE SP CHECKED BY:
upper level 46' i STAIRS
i
porch deck level I DATE:
NOVEMBER 20, 2006
SCALE:
3/8" = 1'-0"
terrace level 435 ————————————————————————————
SHEET TITLE:
ti /X1
\\ \\ \ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ BUILDING
\ \ \ \ \ \ ': \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ �\�\\ \\ \\ \\ \\ SECTION
' •r • ' \/\\/\///\ /\\ M{ \\\\\//\\/\\/\
AVERAGEEXI5TIN6 \\\\\\� \\\1\ \\\\\\\\ \\\ _, \ \\ SHEET NO:
GRADE +38.2 y�\l� /\ / /
garage floor: 315 \ \ \\� \\ \\ \`� \ ———————————————————————————————————————————
\\ \\
----------------- ------------------------------ \\/\\/\\ >> i''J•} /.:•f. t,'.I• •. ,� /\ :
B OUILDIN " atCT1whim
SCALE: 3/8" = V -0" BUILDING PERMIT
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS 110T S STRUCTURAL REVIEW BY STEVE MARESCA/ Fr-
FOR WALL OPEN I N& PROTECTION OF 120 MPH S-SECOND WIND GUSTS I 0-0- //NEST
� MONTAUK HIGHWAY, HAMPTON BAYS, NY 11 cf4C
CMAXIMUM MEAN ROOD HE I&HT: ��I) SIMPSON LSTA - 20 GAGE PHONE �J5 1 125 �450
RIDGE STRAP - ALL ROOF RAFTERS
USE/OCCUPANCY
2 x 6 TIE a EACH RAFTER
IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA:
I \ , ICE SHIELD UNDERLAYMENT ACCESSORY' BUILDING
SHUTTER ASSEMBLY I � � REQUIRED - 24 FROM EDGE DES I&N IN ACCORDANCE WITH AMER I CAN �
N.T.5. a'- FOREST PRODUCTS WOOD FRAME
FOR PANEL SPANS: O < 4'0 WIDE 5P'AN ° I - CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE O
25/52" APA SPAN-RA17ED 48/24 SHEATHING GRADE PLYWOOD I `
HEIGHT PRESCRIPTIVE METHOD
(OVERLAP AROUND OPENIN(55 4") I 1 ° ALTERNATEHURRICANE G OPSIUTISE of IV TO TO THE MID POINT OF THE
ASSEMBLY: I,- I H3 GROUND SNOW LOAD - 45 PSF. w
ATTACHING STRUCTURAL PANEL: FA57EN TO BUILDING W/ °I I H I&HEST ROOF FIRST LEVEL - 40 PSF. L.L. Z
#IOx3" (W/ WASHERS) &ALVINIZED OR 5TAINLE55 STEEL I ( LIVIN& AREAS - 40 PSF. L.L.
WOOD 5GREW @ 16" 0.0. I i SIMPSONH2HURRIICANE BEDROOMS - 30 PSF. L.L.
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: • A NAILED. FROM
RAFTER To STUD. - � WIND SPEED - 120 MPH
#10 TEE NUTS ATTACHED TO BLDG. H1 #I0xl-1/2 ( W/ WA5HER5) I I TYPICAL ALL RAFTERS FIRE AREAwoo
MACHINE BOLT ® 12" O.G. r I 5 - 8d NAILS EACH END SEISMIC, DES 1&N CATEGORY - B w
` I WEATHERING - SEVERE
UJ
-
\ APA RATED PLYWOOD TO PROVIDE 8d COMMON FR05T LINE DEPTH - 36" U)
; � I • EXTEND TO TOP OF TOP NAILS ® 4" O.G. AT
ry
PLATE' ETTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY
O
TYPE OF CONSTRUCTION DECAY - SLIGHT = -J
CONVENTIONAL LIGHT FRAME WOOD IGE SHIELD UNIDERLAYMENT REQUIRED - YES J w
II CONSTRUCTION Q =
u
ULTIPLE SECTION ASSEMBLY: Q. '...
II I i 1/4" THICK BOLTS ® 2' OG Q
GENERAL NOTES
w
I,JJ I�•'� I �' I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY
II I I I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE
BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH!.
I (I I I I I CONSERVATION CODE, AND LOCAL AUTHORITIES.
14. THIS STRUCTURE HAS BEEN DESIGNED IN
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY
PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. Q
II I I I TO OVER LAP BOX
I I I &EAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 0 uj
I I I ( I I I LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGE5 PRIOR TO AND DURING CONSTRUCTION.
I r' ( I 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
TE R ASSEMBLY E M B LY I I I I I MATE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. O
SHUT I 2 x 6 ®I6" A PARTITIONS, EXCEPT AS NOTED ON DRAWING.
I I I I � 5•rvDs IT. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE _
N.T.S. , I ( I , 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM
FOR PANEL 5PAN5:4' OR WIDER SPAIN (�" FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-525 BOLTS, 5/4" DIAMETER. Lu
15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
25/52" APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE O
(OVERLAP AROUND OPENINGS 4") I I I I WRAP + NAIL STRAP VERIFIED BY GONTRAGTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (1)AND OWNER.
2x4 STRONG-BACKS @ 24" or., I - AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. THIS
°� °� AT ANCHOR BOLT FOUNDATION
- bd NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL let. DO NOT BAGKFILL AGAINST FOUNDATION WALLS
ASSEMBLY: ( I I 51MIPSON M5T217 BEARING CAPACITY OF TWO (2) T5F AND GRADE5 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
1 1/2 WIDE - 20 GAGE LEE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT
1). PREASSEMBLE PLYINOOD TO 2x4'ea•': # IOx3" (W/ WA5HER5) GALVINIZED OR I I METAL STRAP ®48" oc. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
5TAINLE55 STEEL WOOD SCREW @ la" O.G. I,r' WdllCONCRETE SLABS TO BE COMPACTED TO C15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W ad'
/ SHEATHING TO SILL PLATE
•���• •, 8d 'NAILS ® 4" o.cad. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. � Z . �
#lOx3" (W WA
SHERS)ASHERS) GALVANIZED OIR STAINLESS STEEL •. in v
WOOD SCREW ® 16, O.G. '•�'.��'�•� 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND
ALTERNATIVE: FASTENER FOR 5HUTTE_R TO BUILDING: 2 - #5 REBAR ,r. 2 x, b SILL PLATE t
". ,�,C0 TREATED, SUPPORTED BY DOUBLE UPRIGHTS, C1.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY
#10 TEE NUTS ATTACHED TO BLDG. W,/ #IOXI-1/2 ( W/ WASHERS) ''•°=" ,;.4 Y
'. . BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW PORK STATE BUILDING GODS. J . o 0 M
MACHINE BOLT ® 12 O.G. �-�n. : r, m a O
SEE FOUNDATION DWG. , �, MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. �0>_
FOR DE51GN. w�SyfFEND R Y ASHER oc. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO W -j �wz�
8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT
WINDOWS GLAZED OPENING PENETRATIONS =n
NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W • w
PROTECTION IS REWIRED FOR ALL GLAZED AREAS. ci. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 a N a o
IN ACCORDANCE WITH LARGE MISSILEE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DODRS, WINDOWS v M
INTERCONNECTED SMOKE ALARMS. W • N O u4
ASTM E Iga6 AND OF A5TM 188(b. AND DECKS ETC..
CONTRACTOR MAY USE WOOD 5TRUC,TUR.AL PANELS 23. THE NYS GORES ALSO APPLY TO ACCESSORY
IN LIEU OF THE ABOVE MENTIONED WIINDOWS.
HOLD DOWN + SHEAR CONNECTION I°• DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. CO) y •
PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
HARDWARE PROVIDED. FA5TENER5 70 BE DESIGNED TO CRITICAL LOAD PATH
ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY W/Nl'5BC CHAPTER #2304.c1 b FOR THE INSPECTION OR SUPERVISION OF
PANELS TO BE MAINTAINED ON SITE. THIS CONSTRUCTION PROJECT. FEDERAL, STATE
LABEL LOCATIONS ON EACH PANEL.
AND LOCAL ZONING AND BUILDING GODS COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
t
NAILING SCHEDULE FRAMING NOTES ?
TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL_, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4
PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.r-. EXTERIOR EDGES AND 6 d a 12" o.r-. ``•t E A
BETTER.
SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE.
2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES FLASHING F OJECTfJs•
h RAFTER/TOP PLATE 3-8d (TOE NAILED) MIN. THIGKNE55 OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. U 0507
o �Io O CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, •
CEILING J015T/PARALLEL RAFTER 1-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT
CEILING J015T LAPS OVER PARTITION ?-Ibd (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE
r lemvmr.�
COLLAR TIE/RAFTER 2-8d (ea. end 1-1/4" strapp) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY:
GABLE ROOFS BLOGKING/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NS
RIM BOARD/RAFTER 2-16d (END NAILED) 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED
h STUD/STUD 2-1 CLIPS AT ALL PERIMETER JOIST TO GIRDER
TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, a'-O" AND OVER WITH CONNECTIONS. NOVEMBER 20, 2006
TOP PLATE AT INTERSECTIONS 4-Ibd (PAGED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWINTRIPLE UPRIGHTS. ALL HEADERS SHALL BE A
a G.
13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIIA
6d (PAGE NAILED) NONE
HEADER/HEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE:
100< O (45 O BOTTOM PLATE/FLOOR JOIST 2-16d (FACE NAILED) ® 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. KEB
o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL
BRIDGING/JOIST 2-Sd (TOE NAILED) (6. stairs OR AS NOTED ON DRAWINGS.
BLOCKING/J015T 2-Sd (TOE NAILED) rs e BEARING POINTS AT A MINIMUM. A 51NGLE 1 5/4"
GABLE ROOFS L BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES &o< O k45 o 'i. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL
O LEDGER STRIP/BEAM 3-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OIF
to < o Sao 0 10 JOIST ON LEDGERBEAM 3-8d (TOE NAILED) PARTITIONS OR A5 NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS
PROVIDE 8d COMMON NAILS o 4' O.G. BAND J015T/JOI5T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
AT HIGH PRESSURE ZONE - O R BAND J015T/SILL or TOP PLATE 2-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY
HIP ROOFS AT INTERIOR PORTIONS OF ROOFF - TYP. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I,/2" DIA.
l00 o �30 ° PLYWOOD ROOF DECKING Sd a4" O.G. EDGES, ®8" O.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO:
STRIP SHEATHING 6d (ONE/RAFTER)
PROVIDE E,d NAILS ® 4" O.G. ,AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d a4�" O.G. EDGES, ab" O.G. FIELD Q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S.
PORTIONS OF PANELS IN HIGHI PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING 8d @6 O.G. EDGES, a12 O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THI5 DRAWING 15 AN INSTRUMENT PREPARED TO
NOTE : a = 4 FT. IN ALL OASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE
COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVA"'ZED• CONSTRU
OWNER. ED AS A CONTRACT BETWEEN BUILDER AND
FINAL DRAWING