HomeMy WebLinkAbout24059-z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-25984 Date: 09/23/98
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 525 ROCKY POINT RD EAST MARION
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 31 Block 1 Lot 5.5
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated APRIL 7, 1997 pursuant to which
Building Permit No. 24059-Z dated APRIL 22, 1997
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 ATTACHED TWO CAR GARAGE AND COVERED FRONT
PORCH AS APPLIED FOR.
The certificate is issued to ZOUMAS CONTRACTING CORP.
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-97-0073 03/25/98
ELECTRICAL CERTIFICATE NO. 17205 08/15/97
PLUMBERS CERTIFICATION DATED 09/03/98 HI-TECH PLUMBING
BuildinVInspector
Rev. 1/81
FORM NO. S
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)
N° 24058 Z Date ..................1. y.....................,
Permission is hereby granted to:
!9rK..;....cN'.! 6. e.e......... . ... 1" Alva....................................... ...... ............... ✓ �srt�C.
/
to -AY ..... . .......CNv'�.......cl. .....&/"i:.
G,/�7. ...... r5.......?.:�U...... .... .. .. �✓ ...�
fa.4 .�.d..�..�... .., !�.....�.,............................................................................
............................................................�..1.............. . . ..... . .............
. .........................
...... ......
at premises located at ....:g..� .....!�Q.. . .. . ....�"/•••••••••• /...���^
County Tax Mop No. 1000 Section �J�D1p/�.............. BBlooccik ......a1.......... Lot No. ....�.`.-?......
pursuant to application dated ...../.7.zo .L.•....... ....................... 19f7 and approved by the
BuildingInspector.
Fee S.... ..l�•.••
. GZ�.. Idin...lnspector
Rev. 6/30/80
Form No. 6 L'-0j '.' �l
n I
TOWN OF SOUTHOLD SS
BUILDING DEPARTMENT y` V
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
1. This application must be filled in by typewriter OR ink and submitted to the building
inspector with the following: for new building or new use:
1. Final survey of .property with accurate location of all buildings, property lines,
streets, and unusual natural or topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form)
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains
less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings
and installations, a certificate of Code Compliance from architect or engineer
responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
S. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and
'-'pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and
unusual natural or topographic features.
2. A properly completed application and a consent to inspect signed by the applicant.
If a Certificate of Occupancy is denied, the Building Inspector shall state the
reasons therefor in writing to the applicant.
Fees
1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00,
Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00,
Additions to accessory building $25.00. Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Buildine - $100.00
3. Copy of Certificate of Occupancy - _ -25v%
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $1 .0/Q, Commercial $15.00
Date . . . . V �. . . . . . . . . . . . . . . . . . . . . . . . .
Vew Construction. .... .. Old Or Pre-existin Building. . . . . . . . . . . .. /�� 1lor
Location of Property.... ..5� .. ..... .. . ... $2G P®lf��. AP. . . . . .t1'l— � -MAAN('
House No. Street Hamlet
Inver or Owners of Property.. . . 4��5 !� . . . !�0 f J:�..d"... . . . ! . . . . . . . . . . . . . . . . . .
County Tax Map No 1000,
Secttion. .. . S./. . . . ..Bl�ock. . . / . . . . . . . . . . .Lot. . � �. . . . .
. . . . . . . .
� �Subdivision. . .m . . .t' —f. !MA . FeMp. . . ... [ . .Lot. . . . . . . . .
. . . .. . . . ��Permit No. . �h. tJZ- 7
L'of '
Health Dept. Approval. . . . . . . .. . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . .
Planning Board Approval. . . . . . .. . . . . . . . . . . . . . . . .
Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . .
Fee Submitted: $. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
CQ ec SS173 . . . . . . . .
CQ-��598�
ZOUMAS CONTRACTING CORP.
18 DEERFIELD DRIVE
WADING RIVER, NY 11792
TO SOUTHOLD BUILDING DEPARTMENT:
I, JOHN ZOUMAS, BUILDER OF HOUSE ON ROCKY POINT RD. EAST
MARION BUILDING PERMIT#24059 Z STATE THAT THE HOME BUYER WILL
SUPPLY HIS OWN REFRIGERATOR.
JO ZOUMAS
ZOUMAS CONTRACTING CORP.
,%ptiCOG
Town Hall, 53095 Main Road Y o - _ Fax (516) 765-1823
P. O. Box 1179cp _ ;� Telephone (516) 765-1802
Southold, New York 11971
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
C E R T I F I C A T I O N
DATE.,
Building Permit No . aLiv SO/
Owner: _0k) M�� alkj'W f4.A
(please print)
Plumber: AT•, r CcN PCU M(Si,16i-•
(please print)
I certify that the solder used in the water supply system
contains less than 2/10 of 1% lead.
(Plumbers Signa ure)
Sworn to before me this
s� day of _ 'C4JT 19 F(r
Notary Public , C�r>✓d�il County
ROSALIE SA
NOTARY PUBLIC,Stale Of NewYodt
01-SA48MBIS
WIf)ed k1 Sdolk Coun1Y
Comndselon E*Ims January 39 "
ELECTRICAL INSPECTION SERVICEINC. f
375 DUNTONAVENUE,
EAST PATCHOGUE,NEW YORK 11772
(516)286-6642 -
17205 ..
DATE: 8175/97 APPLICATIONNo.ON-F"
VILLAGE: East Marron TOWN: `Southold "
ADDRESS: Int#2S Rocky Point Road
INTRODUCED BY:_" South Park Electrical - .' � � LICNo: 273E, �.
was ezam/ned Qn 8115197 ' 'and found to be in comphaece with the NRtionol Electrical Code
F LOCATION.. Base.. xx 1st Sz' 2nd 3rd- Auto '
Det.Garage Hot Tub Pool-
SWIICHEIS, RECEPTACLES FILATURES- HEATERS FANS G.HZ AIR COND. -
22.. 41 , 20 1&hadst- 4
. . DISHWASHER DRYER - CLOTHES WASH. -I GAR DISP RANGE OVEN SMOKEDETECTOR"
30Amp. 20Amp. I 40'Amp. 5 "
'FURNACE OIL GAS 'CIR -„ AgOTORS'. BELL IRAN. SERVICEDLSCONNECT "
I e�rarz 14ws - rxnss
200,OH
OTHER
EQUIPMENT -- - - '
Outside,Res. ... -
1-waterpump 20Amp. -
2 zone oil w/zone valves „
1-hood.. "
� UGGs S�Ro1
. _ PRESIDENT
BUILDING PERMIT NO. Dti oxhs aemnae a bee tt edmaar as a
. bvspectbis maybe�dmti6edbYd��dmbak
BLUE ORIGINAL " YELLOW COPY PINK COPY OFFICE
S
v
SEP-21-98 MON 16 :35 ZOUMAS CONTRACTING 929 5071 P. 01
r '
516-92914570
ZOUMAS CONTdiACTINO.".;•. FAX 516.9�9.' 071
& HOME 43ULDERS '.
18 DEERFTELD URNB WAUINO Rt=o N. Y. 11792 . ....
'nATB ! /0�// W
TO: ®-f,4/dr�
DEPT/COMPANYJV-
Aeg
l
Pic- F
NUMBER OF PAOBS TRANSWMp_ ____�7 NgLUDING'TWSPAGE
IF THERE ARE ANY PROBLEMS WlTH.THB TRANSWSSION OF TIES MATERIAL
CONTACT US AT(516)929-4570 '•� '`<<��'
SEP-21-99 MON 16 :35 ZOUMAS CONTRACTING 929 5071 P. 02
ZOUMAS CONTRACTING CORP.
18 DEERFIELD DRIVE
WADING RIVER, NY 11792
TO SOUTHOLD BUILDINGDEPARTMENT:
I,JOHN ZOUMAS,BUILDER OF HOUSE ON ROCKY POINT RD. EAST
MARION BUILDING PERMIT#24059 Z STATE THAT THE HOME BUYER WILL
SUPPLY HIS OWN REFRIGERATOR.
JOHN ZOUMAS ,
ZOUMAS CONTRACTING CORP.
765-1802
BUILDING DEPT.
INSPECTION
[ ] F NDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS: C.
DATE 1, 117197 INSPECTOR °�V
-qq\
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] F�IJNDATION 2ND [ ] INSULATION
[I/] FIjAMING [ ] FINAL
[ V]/FIREPLACE & CHIMNEY
REMARKS:
�P
DATE 7 � l�7 INSPECTOR
G�
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] RO H PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE A�CHIMN�E-Y�-
REMARKS:
DATE 7114019 2 INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE A CHIMNEY
REMA KS:
DATE INSPECTOR G�
;�4-105J2�-
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSJJLATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
7T
DATE 9 /� INSPECTOR
i Il:l.0 lu;lrel;l lun lu:runr unrt:
r
UGHUn I ION ( 21111)
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765.1802
BUILDING DEPT.
INSPECTION
[ ✓] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY
REMARKS: _
n
DATE �� INSPECTOR
THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1
1115012 BUREAU OF ELECTRICITY
F 40 FULTON STREET, NEW YORK, NY 10038
Date JULY 26,1999 Application No. on file 18624399/99 N 495662
THIS CERTIFIES THAT
only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of
CAROLANNE KOHLER, 525 ROCKY POINT ROAD, EAST MARION, NY
in the following location; ❑ Basement ❑ 1st Fl. ❑ 2nd Fl. ATTIC/OUT Section Block Lot
was examined on JULY 19,1999 and found to be in compliance with the National Electrical Code.
FIXTURERECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS
OUTLETS INCANDESCEN7 FLUORESCENT OTHER AMY. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P.
DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS ISPECIAL REC'PT.j TIME CLOCKS I SELL IUNIT HEATERS MULTI-OUTLET DIMMERS
SYSTEMS
AMT. K.W, OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT, H.P. NO.OF FEET AMT. WAn3
SERVICE DISCONNECT NO.OF S E R V I C E
METER NO.OF CC COA.W.G. A
AMT. AMP. TYPE EQUIP. 10 2W 1 0 3W 3 0 3W 3 0 4W PER 0 ND Of CC COND. NO OF NI-LEG OF WW G.LEG NO.OF NEUTRALS A.W.G.
OF NEUTRAL
OTHER APPARATUS:
3 TON AIR CONDITIONER-1
WITH 60A DISCONNECT-1
AIR HANDLER-1
KEANE ELECTRIC INC. LIC.#3707- Ldtiw. L L
196A N. MAIN ST
SAYVILLE, NY, 11782 GENERAL MANAGER
11
Per
This certificate must not be altered In any manner; return to the o8ice of the'BoaTd if incorrect. Inspectors may be identified by their credentials.
COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NO `bEe ALTERED IN ANY MANNER.
Cnatulpyjgt(lith" w HOARD OF 11RAIA11 . . . . . . . . . . . . . . .
FOlttl No, 1 7 SRTS OP 1'LAN3 . . . . . . . . . . . . . . .
��77 -1 TOWN OIr Si( U111101.0 SURVEY . . . . . . . . . . . . . . . . . . . . . . . .
�' 1111IIAINC DEPAIC1111dN'1' CIMCK . . . . . . . . . . . . . . . . .
c
'I'ONN MALI. SEPTIC FORM . . . . . . . . . . . . . . . . . . .
a ���� SOOTHOI.N, N.Y . 11971
APR ' 7 �� 'flit.: 765- 1902.1' NOTIFY:
BLDG.D ° CAIA. . . . . . . . . . . . . . . . . . .
R)ondoed.... __N OF, 0 _3 _ MAI I. TO: . . . . . . . . . . . . . . . . . . . .
Appr(wed........•lJ!..... 10-7 Pcusil No. 2Z.KOJ/ z•- ........................
UinapprrNcdn/c ....................... ........... ............................ .... ...
.................................... .......... ...
.... . . .. .
( xt( tor)
APPLICATION FOR BUILDING PRItMI.'I'
. . . . . . . . . {9.77
1 Nfi'1'1111CTI ONS
a. 'ILIA applien0oo sunt Ile cosidetely filled in by tylxaariter or in ink aixi nulx4l.te(1 to the lillildiug lnalx�clor Ili
7 sets of: plans, accurate plot' plan to scale. Fee occordhig to schedule.
L. Not plan showli% location of: lot n(xl of Ixli ldiogs oo prenines, relntlonship 1:0 ai}nining prendsen or Ixdll is
At reet.A or areas, next givioll a detailed deacripL 1011 of layout- of property nxst be drmAi on the diagraal whid) in pirl. of
this IIIJAication.
c. 'the work covere(1 by this applic800o rrly rx)L be coiaenced before issuance of. Wilding Permit.
d. Illxnl approval of 0118 applIcaduo, the I4lildin1l lns11eclor will issue a Ik)i1ding Permit to the npplicslt. Such
Ixnudl shall 1x1 kept (w the prendsea available for Innflecti(w t1ovnegluxlt the (.wrk.
e. No Wilding shall be occupied or used In tAwte or in fmrl for any lxlrpose rdmtever until a Certificate of
occulxaxy shall Isle i)eeo groote(1 by tie Building Inspector.
AVIA.I(MION 19 IOSlUrRY ME to the IAlilding Ikpart.nrnt. for the insumwe of a Wilding Permit purmmot to the
Roilding Z(nle Or(lirlax;e of Live 'Karo of 9(wthold, Idlffolk (ixmty, Nav York, aril other applicable Incas, Ordinances or
Iteglall Flt,l(N19, for Line CIXlmtiOCtIIXn of Illi hMllgA, akI1LlIXlm Or alteral in119, or for I'fnlxNal Or (IHI10111:1Oily as herein
deacril)ed. 'file applicant agrees Lo cotilAy with all applicable Iwn, ordinances, InFilding tale, housing cale, mxl
r(!JlNatl(xls, Will 1.0 alndt sltlarized inspectors oo prouisen next in (wilding for neceasnry Inspections.
(Signature off applicant, or sore, If: a (:orlx) sl ion)
//t�
(I-W I ilyl rxldremm of appl ican0 lv-'J, /(?9
Slnle whether applicant is (xmer, lenr,ee, agent-, architect., engineer, general conl.rnclor, electricinn, pludx�r or Iwildei
.'Qw.M^t4 ........................... ............... .
NFxlr_ of: owner of prod"a ..... O CJ.M.✓. e...1.1...!`.� A.A C.`F t.'I..0C'.'... .......................... .............. .. .
(as oo file tax roll or latest, deed)
If app iel i8 u corix tion, aiglkntuee of duly nuthorived officer.
... .. . .... .........................
(Nrox) 1 Litexusle officer)
IWIders License No. .................... .....
Plol)ers license No. .A—T'4'/�14(.�..APS-✓.!r'I.�Ir ..
Klectriclans License No. CoPY.k4...S �1. .&t.�
Other '(Yale's License No. ................... .
I. Itx:atlal of: imxl oo whi(JI proix)sed wxak will he duple..... .....Y•rSILC�... �.t.'.� ... .......
..... � .. .�(o ........... ................................................. .....
Noose Ihllx?r Stleet IBndet
.v) ction ....
(kwnly Tax Kill W. IIXIO '�P.�........ 111(gx8( ....I........... lot. ...Sr.�.......
Kill No, ..27.5.9.... Int ...C'57:.....
2, fkate existing use nix] of:culxax;y of proiinen axl intelxkd u(,e Fllxl IX:cupvax:y of proposed construction:
rt-. Kxinclotl use alml (x:t7(Ixaxy .... ..... ....................... ... ... .......................................
b. lnte(xl(xl use Alxl occupxax;y ........... ............. ...... ... . ........... ................................
/.. .
1, Iklluut III wilt ((dwcic IAllch ulglllcublu): Ileal I1,111dlun . .. .v. . Nklll lull ... .... . , . Allulnllot, , , , ,. , , , , ,
Ittlxll . .. . ....... .. l(YaeewaI . :..... . .. . .. 1)01.1111.lou . . . .. .. . . . .. nlhur IAyllc
.. . . . . .... . . ........ . .. . .. ... .. . . .
I (Ilaacrlpll(n1)
4. 11.4411hlwlal Caul ... ...�Qt004... . . . .. . . fou . .. . . . . . . . .... . . . . .I'i. . .... .. . .
. ... ... . ... . . . . . .
(A0 lx; pair) oil flllhill Oda appl1r.1111un)
i. If llxel11141, IM Ali Mar of 44x,11 111g 11n 1I'II . . . .. . . . . . . . Ikwlwr 1112 lkA:ll hill Imll'lu (MI each flour
If gurugL, IMYllxar. of earn ....... f.. . . . . .. . .. . . . . . .. . . .
6. 11` 141111 uun, la Yamrclal or ud Mud cwcupm M:y, 111x:r.lfy 1111111141 Nxl exl'unl of aliach Iypa. of uaL. ..... . . . . ... . . . . .. . ..
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IkaIc . . . ... . .. .. .. .. . . . . . . .
Olitusulimu rtf num tit KIK tIva (illi alIto nll(Mlu ur,IMIJII'lona: Ih'olll. Italic
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#n ,er 1112 ,I ul len ' .. . .. .. .. .. . .. .
Iklp1 h Ike I ll'
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Il. Ulu+mallMlu pf alit Ito lwv crM,alrml'llnl. YJon. .. lt:ul I 11mill,11I 11
..... ........ .. ... IhYJx.r 1112 'it Ali 11111 I
!l, Allo: of 1ut'I hoot: .. .1.6.q...... .. .... Itmr .. . ,16.7,. . . . . . . . . . I1:p111
... . . . . . ... .
Ill. Witt ul` 11ocha41u IlauY: (If Vmklur O.roar . . ., ..
II. 4x x. ')r '"a'IIl aII Ila' Io ulI Icl1 pr1a1t1 Alaa,u it IS Jill t ml 11 LPC.itl......... . • ... .... .... . .. . .. .. .. . .. .. .. .
12. Ikx:a lruxan.d arxlul:nM:C1(MI vlolala allyuAllo IIAr ordl11ulw:L or ru ulacloili ... .... .. .. . ..... . . . ... .
Il. Will Iola Im rellrlMkd dkhIto ��. i 1)1awl Y126 1•X'1
.. 1111'�1 m� u:el�l'lll Ito nmr'Ivwl 1`anl
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How ol` ArchllacC .....+?e!�.1. .... ...... . . . . .... dkhum115 Mona No •�'I/�
nlYlYf of Qxillac1'nr ......... Q�r.-. . . . ... .. . .��. .. . . . ...111n1M: lie.�J"
I:i, lal ahAarrroM•rCy Mrilhin :100 fear of a I:Idal Wal lulMl'I x Yf'I ^'✓ ...
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IL YIt9, A9(X ilm) 'I(XXI •IBii:ilom 17i1C11•1' MY Iv 111Afil1llwi). I
PLOY' of AIAI.1
IYM:aIa clearly alki dlallllMa:ly Jill IMllldiryla, %Alelhar 4.xlarimll or prolMlaed 1041 Indina1'a all uel'-back dllnenulona
f'lun plolturl'y Illwa. (live atmei: 11141 III(x:k IMnber lir detwrlpl lon arrnrll Ing lu Deed, 0141 MAIM 011'eLI IllYma (11'41 I(MllaIIIII
IAmIl4:r Iulm'lol. or corlior lot:.
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IS Y 1 '„tJ✓�t.rQ�.. , , , , , 144110 4141 rrnytt 111111: hu in Iha npplicu11l
(11�uYt ul IlMllvldunl ulllululS cunt clic l') ' . . . . . . . . .Ia:n1 du! tnxu'u, da1x
Ika111 1111: ... .... .. . .. ... . . . . . . . .. . . . . . . .. . . . . . . . . . .
(Coucrokor, 01111111:, corlxlr'1l(a 0A1'lcul , al(:.)
1112 Amid IAio:r 114 imillwo, 11141 in daly mollurizad 111 Ix:l111141 or h11vu Ix:r1'ou1Y:d Ihl wild 4x0(1( 41141 to uYllm JIM 1114. 111141
11ppliCill1011; 111111. all nlalannla coolalood l0 Mia 11ppllral loll :al 1114: to 111L Ileal of 11141 IlIxA1IC(Illo III NI INIligfi wxl
11411. lhu 4111( bill IM: pLclionlied I11 [[lit avilini 1 eel, 844411 ill 160 npplicwciull I'llul� (tial- lull.
l)x Am I Alit 1140 lira 111_Ill `
. . .. . .. ..... . . .. .dn -Jif'
Mealy 11111 is .. . ... �..� . . .�. .
. . { . . . • . ... .... ..
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ue 1 ,11X41 )
4
MAINy ��
._ LflTAREA : 52,557 sq,ft
FF EL 2fS
VACAN T I LOT NO. 23
LOT NO 24
167,71'
N.13605'50"Wry. —� 25.0' (21.3)
(21-1)
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851.44' 25.0' (20.2)
S.090 43. 10"E. 168.00'
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(20.0) ROCKY POINT ROAD ( 20.2)
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I.
YACP�n1'S""
THE OFf4fTS (OR DIMENSIONS) GUARANTEtS INJICAIEU NtkYQll JOWN0. 97^98, FILE NO. EAST MARION WOODS
SHOWN HEREON FROM THE SMALL RUN ONLY TO THE PGISON
STRUCTURES TO THE PROPERTY FOR WHOM THE SURVEY IS PRE-
LIRI
NES ARE FOR A SPECC PUR- PARED. AND ON HIS BEHALF TO SURVEYED FOR
-POSE AND USE AND THEREFORE THE TITLE COMPANY, GOVERNMEW LOT NQ 25
ARE NOT INTENDED TO GUIDE THE TAL AGENCY AND LENDING INSTI-
:RECTION OF FENCES, RETAINING TUITION LISTED HEREON, AND TO
WALLS, POOLS, PATIOS, PLANTING THE ASSIGNEES OF THE LENDING MAP OF EAST MARION WOODS
AREAS, ADDITION TO BUILDINGS INSTITUTION. GUARANTEES ARE
ORANYOTHERCON57RUCTION. NOT TRANSFERABLE TO ADDITIONAL
INSTITUTIONS OR SUBSEQUENT
JNAUTHORIZED ALTERATION OR ".OWNERS. SITUATED AT EAST MARION
ADDITION TO THIS SURVEY IS A
AC"-ATION OF SECTION 7209 OF COPIES OF THIS SURVEY MAP NOT TOWNOF S60,THOLD-SUFFOLK COUNTY NY.
HE NEW YORK STATE EDUCATION BEARING THE LAND SURVEYOR'S
ANY OR EMBOSSED SEAL
,�BsI�IAgg IDERED TO BE f" - 50" DATE 3- 21 - 1997
tT'AJAtIOTPI, .o .
GUARANTEED ONLY F, TRAIT h- AP NO. 8759 DATE 6 -7 - 1989
O"� y02 TAX MAP NO. 1000-31-1 -5,5 (REF. ONLY DISK 164
HAROLD F. TRANCHON JR. P.C.
r Mar �ag LAND SURVEYOR
<�c
+0. T 921 Q �Od�tqq��Q $UCCESS6R TO WILLIAM G. MEIER
FYSFoO g9 �� oz-
CA' �'T866 WADING RIVER-MANOR RD. WADING RIVER,
(/�lD �Q,� F NEW YORK, 11792
HA$OLD F. 7RANCHON JR. Y• " 14• NO. 048952 516-929-4695
PENN. LIC. NQ, 21^115-
97 - 246
LOT AREA - 52,557 sq.1t .
EF EL
GF\R EL
Z
VACANT I LOT NO. 23
LOT NO. 24
'
N 13005'50"W' 167,71'25.0' (21.3)
(21.1 )
Z
-
v �
� I A
A
O ,
O
� In
I :CJ
O
S
1 r
r
D I O� O i D
f1 £ z D
D z D O z
z O G N --1
� N
N I�
foundation 10 - -55 �0' —
'C,
I 44,9' — W
� OD I I �
Z w a w
v
O
851.44' (20.0) 25.0' (20.2)
S.09°43' 10"E. 168.00'
• A
(20.0) ROCKY POINT ROAD ( 20,2) LO
Ln
I3
�C�luT-
6 - 1 1 - 1997
i6 - 11 - 1997 LOCATED FOUNDATION
THE OFFGETS IOR DIMENSIONS) GUARANTEES INDICATED HLEON JOB NO. 97-98 FILE NO. EAST MARION WOODS
SHOWN HEREON FROM THE SHALL RUN ONLY TO THE PERSON '
STRUCTURES TO THE PROPERTY FOR WHOM THE SURVEY IS PRE. SURVEYED FOR
LINES ARE FOR A SPECB'IC PUR- PARED, AND ON HIS BEHALF TO
POSE AND USE AND THEREFORE THE TITLE COMPANY, GOVERNMEN- LOT NO. 2S
ARE NOT INTENDED TO GUIDE THE TAL AGENCY AND LENDING IN5TI.
.:RECTION OF FENCES, RETAINING TUTION LISTED HEREON, AND TO MAP OF EAST MARION WOODS
NALLS, POOLS, PATIOS, PLANTIi1G THE ASSIGNEES OF THE. LENDING
AREAS, ADDITION TO BUILDINGS INSTITUTION. GUARANTEFS ARE
ORANYOTHER CONSTRUCTION. NOT TRANSFERABLE TO ADDITIONAL SITUATED AT EAST MARION
INSTITUTIONS OR SUBSEQUENT
JNAUTHORIZED ALTERATION OR OWNERS.
' ADDITION TO THIS SURVEY IS A
J"ATION OF SECTION 7209 OF COPIES OF THIS SURVEY MAP NOT TOWNOF SOUTHOLD-SUFFOLK COUNTY NY.
IR NM YORK STATE EDUCATION BEARING THE LAND SURVEYOR'S
AW. SEAL OR EMBOSSED SEAL SCALE v = 50' DATE 3- 21 - 1997
F BE CONSIDERED TO 8E
GUARANTEED O,fi FILED MAP NO. 8759 DATE 6 -7 - 1989
OF,TRA/yCy •� TAX MAP NO. 1000-31-1 -5.5 (REF. ONLY) DISK 164
HAROLD F. TRANCHON JR. P.C.
LAND SURVEYOR
es '-
1
SUCCESSOR TO WILLIAM G. MEIER
�b4z- 1866 WADING RIVER-MANOR RD. WADING RIVER,
NEW YORK, 11792 f
6
HAR LD F. TRANCH11) P. LIL.ICN. 048992
516-929-4'6.9,5
97 -245
LOT AREA = 52,557 sq.tt . 97.354
SUPPUL(e CO1JN1 VDEPARPhIl4NT47FKYFALTft 4ERVICo c>
APPROVAL O!'CofVS1'T?;UCITz WOR"FAR I
�(� AMINGLE Fi1AULYR ESIDENCN' VA AN T LOT NO. 23
IIMO- &T$.1tef NA.,r D IWO _c d LOT O. 24
The w nge ft")end water apply fadilties nt th%tomfon have hese
hlspeded ondtr emintd by t dslbogfttr of odur ngenefes and feaad to
bo, gttoryFOR I OF 13 R MS. 167,71'
1
13'05'50"W 25.0' (21.3)
0MV:Of Walitf 04 W400*Wa "" z
0
rn Ln
(JL A
A
CESSPOOL, SEPTIC TANK a WELL 0
LOCATED BY OTHERS. O I m
' I A
O
well =
I r
< 0 I Om -4D
D I n
D Z
1014 y O Z
Z 0 98 < N H
N
N I J
59.4
w
I STY FR. DWELL 0'—
m
p LB.4 m y
13.4 0 21.7
12.1 e
44.19'
W 47 seplic 30
7 O wry'42 0D
y OJ 38 Z1 o W
0
Z w A X\JJY i
'p0 w • cesspool
V
851.44' (200) 25.0' (20.2)
S.09043' 10"E. 168.00'
. A
(20.0) ROCKY POINT ROAD ( 20.2)
Un
10 - 17- 1997 FINAL
6 - 11 - 1997 LOCATED FOUNDAT ION '
,HIE OFF6ETS (OR DIMENSIONS) GUARANTEE Y To TME PeRSON JOB NO. 97-98 FILE NO. EAST MARION WOODS
iNOWN HEREON FROM THE SHALL RUN ONL
STRUCTURES TO THE PROPERTY POR WHOM THE SURVEY IS PRE-
FOR
ARE FOR A SPECIFIC PUR PARED, AND ON HIS BEHALF TO
opES AND USE AND THEREFORE THE 71T1C COMPANY, GOVERNMEN" SURVEYED FOR " Received
IRE NOT INTENDS) TO GUIDE TIE tA4 AG, APTED H LENDING INBTI� LOT NO. 25 Suffolk County
-RECTION CCE FENCES, RETAINING TUTION I.IS,EE5 OFE�HE ENDING - - - _
MALLS, P IDITI PATIOS, PLANTING 'r1fiR 2 ����
\REAS, CC&S P TO BUILDINGS THE ASSIG;1NRAGU GUARANTEES
MAP O F EAST MARION WO
IRANY OTHER CONSTRUCTION. NOTINSTITUTIONS OR SUBSEQUENT
JNAUTHORIZED ALTERATION OR OWNERS' SITUATED AT EAST MARION pt .1t S'rFtditn'ervioes
ADDITION TO TN73 SURVEY IS A COPIES OF THb SURvEy MAP NOi
gOLATION OF SECTION 7207 OF BEARING THE LAND SURVEYOR'` TOWN OF SOUTHOLD-SUFFOLI�.O'6�.DfV.tSItBWBt mt.
HE NSM YORK STATE
EDUCATION INKED SEAL OR EMB T(�
AW, SHALL NOT Be 1• SCALE r 50' DATE 3- 21 - 1997
_ „ P
GUARANTEED ONLY TO F. ANgy 'F FILED MAP NO. 8759 DATE 6 - 7 - 1989
'DO
TAX MAP NO. 1000-31 -1 -5.5 (REF. ONLY) DISK 164
�
* HAROLD F. TRANCHON JR. P.C.
p =° LAND SURVEYOR
041- SUCCESSOR TO WILLIAM G. MEIER
/ 4 1866 WADING RIVER-MANOR RD. WADIIItVG RIVER,
-' ` r �i�'n. ��`"- ' ND11 NEW YORK, 11792
HAROLD F. TRANCHON JR. N.Y. LIC. NO. 048992 516-929-4695
PENN. LIC. NO. 21115-E
16"x24" SCREENED LOUVER VENT
12
FMATCH
RIDGE
1"x2" on Vxbll RAKE 130. 1'-0" FLYIN6 6ABLE5 TYP
1313
no no FF71
00�
FFy
----------------- ----_____- ------_-__---------------_-- __----f
- ----------
REAR ELEVATION LEFT ELEVATION
ASPHALT ROOFING SHIN6LE5
3' 01A SCREENED LOUVER VENT TH5V 504I-9-� -1 4
BUILD REVERSE 6ABLE5 FIRST
_-- LAY MAIN GABLE OVER
------ 12
12
—----- -- ----
PROVIDE III HR. FIRE
VINYL SIDING RATED SEPARATION TO
FF ELEV N. STATE BUILDING CODE.
QILL, lu�
II II
L L -J L -J L -J - -- - - - - - - - - - - - - DO NOT PROCEED WITH L-J
FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION
HAS BEEN APPROVED.
- - - - - - - - - - - - -- - -_ _- 11-
- -
I- - - - - - -- D J E N14= 0
APPROVED
FRONT ELEVATION DATE. ? GP., '1NOTExO'(72- f;Z16HT ELEVATION -
FEE-I!_6� 2t- BY: ARCHITECTS & ENGINEERS , P . C .
NOTIFY BUILDING DEPARTMENT AT
765-1802 9 AM TO 4 PM FOR THE 14cl North Gountry Road, Port Jefferson, N.Y. 11-7-7-7
FOLLOWING INSPECTIONS: yl�r
P111IMBING PLUMBER CERTIFICA77ON 1. FOUNDATION - TWO REQUIRED Tel : (51(b) c[2b-2112 F-cix: (516) 0128)-21(55
FOR POURED CONCRETE
ON LEAD CONTENT BEFORE 2. ROUGH - FRAMING & PLUMBING OCCUPANCY OR Approved By:
VATEIR UNES NEED OCCUPANCY S. INSULATION 'K , �--o
EMERGENCY ESCAPE AS TESTING 5E14DRE COMING CERTIFICATE OF 0 4. FINAL - CONSTRUCTION MUST USE IS UNLAWFUL —k-3�- -- Fo A ,ONE STORY RESIDENCE
REQUIRED BY FIUM 714 Of SOLDER USED IN WATER BE COMPLETE FOR C.O. Nil
SUPPLY SYSTEM CANNOT ALL CONSTRUCTION SHALL MEET WITHOUT CERTIFICATE
N.T.STATE WILDING CODL EXCEED 2110 OF 1%LEAD. THE REQUIREMENTS OF THE N.Y. OF OCCUPANCY
STATE CONSTRUCTION & ENERGY ELEVATIONS
UNDERmITERS CERINICATE CODES. NOT RESPONSIBLE FOR
REQUIRED N 00pW tubing Is und DESIGN OR CONSTRUCTION ERRORS "A4575
1� I Drawn By:E. NIcoSla A- 1
for woul dilmitibuting OP Nftl� Date:4/2/q7 I'Job#711-77-47clO Rev: I of 4
CA >
66'-4"
5G'-4"
13'4"
--------
4
�9
-I �, _ 2_2X10 GGA
4X4 GGgASEON T'EGO GO�gL �
P.G. FOO ICf'DYPYP) p � -
i i Q
12'-II" fl O -7'-4"
5/4X6 GGA DEGKIN6 0
8"X16" P.G, PIER J
Q
AREAWAYS A5 REG. ',
.--5rOP BELOW GRADE J
(TYP OF 3)
/ 2811 �� r----r - - -' - - - - -'- - - - - - -
r - - - -'- - - - -`- - -- -- J - - - - - - - - - TECO-GGA-TOLED6ER - - '- - - - - - - - - ' 281'1
- -- m
- - - - - - - --L141 551-011 -
-O°
j I I
T
u O HEAT
u
`� S.D. U t--
p 0 fl j n
;p 2-2X10 0 1z
I m
95 0 �i - 1L 5/8" TYPE_X I — ,
`n uN u u u N O 6YP. BD._____
I I p � "'LO
P FND A9- _ - - - - - _ J _BYDR _
r- :.
6'-3" 6'-4" 6'-3' 3" 6' -
f I
201-411 2710 3 2Xlo O
L_J L_J L_J
BEAM PKT _J L_J L_ I I
irm
3-2x10 61RDER ON 3" DIA. 5TEEL GOLUMNS I I m
ryl I ' I ON 2'-O"x2'-O"xl'-O" DEEP P.G. FOOTIN65 I
I
I I I
II'-2" _ 0
i 4" P.G. 5LAB LL-
X I M6i6VA1M -
LL x_x(3
I p l N t ry 6" P.G. FOUNDATION ON 8"X16" KEYED 11
I ��`, t CONTINUOUS P.G. FOUNDATION W/
ry t 1/2" DIA 5TEEL ANCHOR BOLTS
6'-O" 6'-O 6'-O" 6'-O" 0 6' O.G. 1 I' FROM GORNER5
I _ _ I r - - - - - - J
—T�9MA38I- J � L._ Jp - - r--- - - -- 1LG0TOLED6ER -- - - - - - V
fl 19'-4" 0
= u 4X4 GCA ON�TEG�Wpj
O COL Oi Q
4'-D" 8" r P.G. FOOTIN65 Q I
2-2X$ GGA
I ' - - - - - - - - - - - - - - - - - -
L - - - - - -J r = - - - - - - - - - - - - - - - 4-
I
'-5" 6'-5"
- - - - - - - - - - - - - - ___ J
j3 cAm
�,cc�CG�zG�
b'-4" ,_01
25'_4" IG'-4" 21'-8"
CA >
FOUNDATION PLAN
JENICO
ARCHITECTS & ENGINEERS , P . C .
14cf North Gountry Road, Port Jefferson, N.Y. 11777
Tel : (51(g) G2b-2112 Fox: (51(g) G28-2163
Ap roved By:
t�PE° AAS ONE STORY RESIDENCE
�
FOUNDATION PLAN
N9F 024575 yo�� Scale: l/4"=1'-O" Drawn By:E. Nlco5ia A-2
Op NE`N
Date:4/2/97 Job#:9'7-4q0 Rev: 1 2 of 4
it
CA >66,_4„
59'-4"
2'-9" 10'-2" 6'-2" +-12'-0" 8'-II" 12'-0"
center on sink
12'-O"
O GENERAL NOTES
06A
5/4"X6" GGA DECKING O N I All materials, ossemblles, 6on5tructlon and adulptment Is to be In accordance
t with the N.Y.5 Fire Prevention, Building Gonstructlon 6 Energy Gode, and
gqenerally accepted standards All plumbing and waste dl5pcsol systems pre
Eo conform to 5 G D H.5 requlrments All electrical work to conform to local,
0� NEG and Underwriters requlrments,
_________________ _ ________-___---_-____________ __ _______-_____________-_______-_____, 2 The Arch]tec t/Eng sneer certlFlcation applies only to this plan's conformance
3040 3040 0 0 6068 SL 2-3050 to the NY 5. Fire Prevention, Building 4 Energy Gode.
3. These plans to be used In conjunction with Outline Specs when provided.
-2X10 2-2X10 2,466 9'-4" J o � 2-2X12 4. Assumed Soil Bearing Capacity: 2 tons/5c t.
- 10'-0" j 9'-4" 14'-0" - 5 All Footings to rest on vlrgin, undisturbed gall.
0 f _ m 6 Goncrete to be plain, unrelnforced, 2500 Ib @ 28 day test. Unless noted
I
T Provide smoke detector in each bedroom, hall, floor level 6 basement.
LF) O O O b The Architect/Engineer assumes no responsibility For construction means,
dQ - in J� methods, techniques, sequences, procedures, or for safety precautions 6
II — LL FIRE 5 OP CHASE _ programs In connection with the work The Architect/En Ineer shall not be
C 0 AT F R 6 GEILIN6 0 rg
�v O rv1 R ry O ® ®0 esponslbie for contractors Failure to carry out the work In conformance
- p� DINING AREAS 1 — 2 1 a with the contract documents. The Architect/Englneer shall not be responsible
��' •® ® MA5T'� BEDROOM _ I Y=3X8J VAULTED GEILIN Q V ��� VAULTED GEILIN6 , IL for the errors or omi55on5 of the contractor or sub-contractors.
OOCC ------___ OC ON N_ ULA VED '0'-
UJ O GLEARA E PP.S FLUE q Gontractor to verify all dimensions before starting construction, notify
S.D. LGT20 fVry Architect/Engineer of any discreponcles Immediately
X2668 O I N 2'-4" Do not scale drawings, follow dimensions only.
ri IN1 _ 10. Devlatlon from these plans or unauthorized duplication will negate the
� N Architect/Engineer Gertlficotlon and 15 a violation of N.Y.5. Law.
P.G. PAD
------------ 7
-6" 57RUCTURAL N07E5
4 -2XIO
N-BEARING PARTITION 2-2X10 HDR - RI 2-2X10 I All lumber to be Douglos Fir Larch - North, No.2, unless noted otherwise
dJ D w <t P-- STEP �p Wood desigqn values are based on NYS Gode Reference Standards
ANT hi ore as 1f thru 21 by the American Forest Products Association, and
• d- GJ BEARIN6 PARTITION 7 2666 Ad
F@eN ry _ are as follows
I6" MICRO-LAM I- EeQ600,000 pslders and dFb=825 psi, Fv=g5psl.
-- --L-------------
VENT x O t �n R106E BEAM im Joists and Rafters:
N' 2XB RR Ib O.G. S.D. 2X6 RR m 6 O.C. 2x6: E=1,600,000 psi, Fb=1,235 psl.
2X4 GT m 48" O.G. q( 2X4 GT m 4H" O.G. ij 2x6. E=1600,000 p51, Fb=1140 psi
2X6 GJ ® 16" O.G. H1 �"�''� J �p - 2X10 GJ • I6" O.G. — 2x10: E111,600,000 psi, Fb=X1,045 psi.
O Q 2x12: E=1,600,000 51, Fb=950 51
0 (V 0 5TRONGBAGK • STRAP TIE p p
-' �y- �D �p� I L/q►�� p�,,� -v' TO RIDGE w/2X4 0 48" D.G. Laminated Veneer Lumber ("Micro-Lams') to have minimum value5 as follows:
E=2,000,000 psl, Fb=2,600 p51, Fv=285pel L\/L'5 to have min 3" of bearing.
LVL used In
te cre to
ned
PE
2X8 RR ® Ib" O.G. 0 F� J O 50N TM XQ6 D d~4' tis 0 2 Design LoadiQ 2 rows of Ibdngsolcarlls ®1ore a25o co ,o bs wsaofelbd ®o13eo c.VEn LOAD
miolls For nim of
1= 2X4 GT m 48" O.G. V Q' t ry N 4" P.G. SLAB CL ry n' LOCATION LIVE DEAD DEFLECT LIMIT
R2XBGJ 0 16" O.G. i 0.0- 'q PITCH TO DR5 15t FI. 40 LB. 10 LB. L/360
p BEARING PARTITION 2nd Fl. (Slee Area) 30 LB. 10 LB. L/360
O
S.D. -�' -2X0 2-2X10 Attic (storage) 10 LB. 10 LB. Ll360
2-2X10 Attic (Inaccessible) 10 LB. 10 LB. L/240
ylr/Iy.�/M 2 I �A.VI�/S/1't — 3050 J J 3050 cV Roof (w/Fln. telling) 30 LB snow 15 LB L/240
O 3 q 4 — — 21'-0" O HeaderRoof s/and Gird gg,30 LB snow 10 LB L/240
5D (l /l1VGDCY'1 U K OI Live load deflection limited to L/360
Q - 7 COVERED R
J r 5/4X6 GGA ,p �9 3 Connect joists to all flush headers, Irder5 h ledgers, with steel froming
ry 1 (XV hangers, as per manufacturers In5try,ction5. ("TECO" or Equal)
1 11'-4" IU 4" 10'-8" 4,: 5"X5" PORCH POSTS 10 .fl 2-2X10 2-2XIO IF Specific Connectors are speclfled, no 5ubstltlons are permitted.
er5 to
c minimum x un
- p 2-2X8 A 5TEPr --- ---- ---- ----------- -------- --- ---- ---- OH --0" FL --- - LE - 8�0 -- -- ----- --- AILD REVERSE GABLES 6' Pa aders asuber F Qanufact rerslenstruock ons. ('
V 2 2X8 '-` I'-0" FLYING GABLE rag de do bple m1 g be s ro d oil RAILI A5 REO. Double FJ under arallel ortitlon5 and tubs.
3060 FIRST LAY MAIN &ABLE OVER o Er-O'
Connect with steel
i ____ _________ _ TTECO' or EquaU
—� 3060
L.
1'-0" FLYlt 6 6ABLE 5
12' O" 13'- "
131-41. 6:_0., 3.._2:, 6,_6.: 6._6,. 3._2,. 1._g„ 81_01, 21_4:. 81-011 _g..
251_4" 9'_4" 211-3"
66'-4"
CA4 JENICO
F I fi�ST FLOOR PLAN
LIVING AREA: 1042 SOFT. ARCHITECTS & ENGINEERS , P . C .
14cl North Gountry Road, Fort Jefferson, N.Y. 11777
Tel : (516) a25-2112 Fax: (516) Q28-2163
E° By ONE STORY RESIDENCE
FLOOR PLAN
057
9�1F 0
F4N��'tpQ' Scale:l/4"=1'-O" Drawn By:E. NIco5la A-3
Date:4/3/97 Job#:97-490 Rev: 3 of 4
1 1 3' VENT THRU ROOF
BATH LAUNDRY KITCHEN 1
MSTR BATH _
F----- r - - i 2'V 3'V 2'VI I2,V 2'V
2'V 12'V 3-V
I I I I I I I I
I DW
1.5'W
l.5' �./ 1.5' WF3' W 1.5W 3' W 1.5' �J 2'W
C.O. I r- - - F.A.I.
ENERG-Y NOTEe
4' W4' W
C•D• , T, Ir' 4 III, Al JiticP1I� 1'u"_�,-1 '� 11ndllc, l�-Ia I_�._'II, I �rvil_tI 1, id
CL1' 1n%nl III,_ -.- I._ul_ _u - ,I "L 1LI it 1 01, �:1, 1 -1 _ I H1-' it I
HOUSE TRAP TO APPROVED SANITARY SYSTEM EI !, -b II
I _ r LI, 111n._I _n1=11rurl fir" I� a _ _ 1a1 1,
,II IIIItC1 I_ I a" I -itIII IItInII IL.tt„ I "_ 111-nl, Il-C1 -1 1 .I
_ r 11.11 -I"1- , f L IC IJrI I I •_,1 1 -d Cllr EII?I -111 .�,.I.
4 1=u =1'11, I� 11,x.,= 111,,- .-L_vn��,-1 , tn__III t En_11 d it II .il�ti.� 1. -I 1" 1I
111H1 I,I' ', -L- -111 -,1,111 I-nt it jI 'I , I I ��rilLu=tip-rI
'I I-o_I- _ill h � t I. I✓1 .�= I I _it _11 �_ITInF-1
FLUME 1 NO RISER D I AC RAM Ail IIII1 it! - 1 E 1 1II1111 F111 1
Ail L-, n 1 1 u I- -I "-r ul I_ L._ � 11101 Ill- �LI II -I =1 11. dll -11 IFI ._ 1
-'SII • IMI-IIn.1I r I1nr% I HL- rr._I1 it iii,'lid' -,L tl . tl I c E1 .-I III i,=.
I-I'II, ItI11, I, 11I IIc1 ._ill ._d 1,r lilt 1 - 11d '1n.
NO 5GALE II, itt, 1I t H I I„ 1 nu11 - 4_1 IF I ,_ILIn,I
WALL U-VALUES
MMA ►1AT�tIAL R-Valve
-•IIc,L,I: AIFFII IIl-
-II'III-Ire VINYL 51DINe 1..00
.rIE _n III -- 1/2" PLYWOOD k2--
hPINF E-FF'IFF HOUSE HRAP
Iu-
IIL= II IFI R-II 1100
I m-L1 I >= l IIIA= 2X4 a lb' O.C. 4
h4 : 1-1111it1/2” S.W.B. _,45_
Irl .I
HE -If EIu i -- _(2tP
"TECO" TY-DOHN5 AT RIDGE BEAM RIDGE VENT R-TOTAL FOR STUD AREA _2,27
R-TOTAL FOR If1i AREA 1392
U-TOTAL FOR HALL ._0050-
10% frame, 90% Insulation
12
MATCH REVERSE U5E 14' RAFTER LENOTH5
b+
MATCH RIDGE ROOF CONSTRUCTION: GEILING U-VALUES FLOOR U—VALUES
A5PHALT FIBERGLA55 ROOFING 5HINGLE5 ON MMA IMTIPJAL R-Valw MMA MATlRIAL R-VaW
TEGO RR TO PLATE I5# FELT ON 1/2" GDX PLYWOOD ON ,'nT-ICE Alm I-lu I — -L OL,r9IDE tIF FILL — X 2
F'-, ,Fill -- 225. SHINGLE PEAI IIPI� 2Xb a W. O.G. Ilbd.
USE 22' RAFTER LENGTH5 2xb R.R. a Ib" O.G. EHEAnn11,- 1/2" PLYWOODb2 - IIIM)LAnon R-w 19.2Q
2X8 RR ® 12" O.G.
ICiGNPE- BAF F IEl- 15. FELT -- =uB-PI_^MJF' 5/6' PLYWOOD _77
IHEIILA Fit 111 R-19 19_.00 FPIISH Fi'v--K' OAK
R-19 INSUL_ USE 6 RAFTER LENOTH5 FF Al wa,= 2X6 a 16" O.G. 9.08_ Itic IDE AIF Flu I -- —,52__
R-11 INSUL. . L,=, EudIFLI 1/2' G.W.B. .45
- - - _ _- - - ._ --- - -- — - -- - - -- -- --- - - --- ALLUMINUM 5UTTER54 LEADER5 ON PI-IF'E AIF I=II-11 — -_r2I- _
1x6 FA5GIA W/ GONT. VENTED SOFFIT R-TOTAL FOR 5TUD AREA —1171 R-TOTAL FOR STUD AREA Im
O R-TOTAL FOR INSLIL. AREA 2023 R-TOTAL FOR INSUL. AREA 22,29_
U-TOTAL FOR NALL S_ U-TOTAL FOR WALL LD4@_
Q RR BEARING PARTITION 10% frame, 90% Insulation 10% Frame, 90% Insulation
ry 1 WALL CONSTRUCTION:
VINYL 51DINO ON "TYVEK" OR EQ. ON
2x4 5TUD5 a 16" O.G. W/R-11 1N5UL. SUMMARY OF TOTAL THERMAL RATING
RAILIN66 A5 REQ. IF THE 1t1 AL THFl Al & Tlkd I <-EPS -„ c�R .�PFE TEP, [HE FPOR-1-LH
2X10 FJ a 161, O.G. 5/b" GDX PLYHOOD SUB-FCRDE-1 11 F-'F FHF [lil-i A:' eller-L -FE ,c11ruEF I IITH rHE enEF,-I ,_.,DF
a 15-
DOUBLE ffVVRY OTHER FJ TECO TO LEDSER
4 SPAN — it FP1IAL rAIELE
_ SILL CONSTRUCTION:
BRID51h1G (2)2x6 G.G.A. SILLS ON SILL 5EAL ON
TERMITE 5HIELD WITH 1/2" ANCHOR
15OLT5 8'O" O.G. 4 2'0" FROM GORNER5 Io--; -L l4b_. ,295_3 r19_ zi__
/ O
O
� 5" P.G FOUNDATION Window 734-_-- _92 - -@L_ zJ__
Window
Skylights
DAMPROOFINS
- FL - F 63--
EL.AE 11'9 j1 . ll II
Slat,
itlon F terVa -- FEE
`,. 8" X Ib" GONTINUOUS/KEYED P.G. FOOTINS Insulation R-Value
F, T%-1 THEFI ICL FaT111� +34
SECoTION A-A J E N 1 C O
5cale: l/4"= I'-o" ARCHITECTS & ENGINEERS , P . C .
Wil I -I. 111 _ ,_a_II It 1 1_I f o-1, Pr_ 1 t ],=i I -1 ii, N.Y . 11 ITI
O A&Oy TWO STORY RESIDENCE
CEO Nip i9 SAF
SECTION RISER
Dr cu In e,y-E Ni,-,Lsla A-4
SOF MEQ ilte. 1/21/T J,-,bIt.G-I-IIC' Rt A'. 4 -d 4
r
II
� f
I6"x24" SCREENED LOUVER VENT
12
/ 6F
I"x2" on I"xb" RAKE BD. _ / \ 1'-0" FLYING 6ABLE5 TYP
,
i
® � � 8 B
�o --- —————————— ---- --- -- ----- -- ------------- --- -----Fr-
if
ELEV
I I i i i i I
I I I i i i i I 1
I I I I I
I i I IL
REAR ELEVATION LEFT ELEVATION
ASPHALT ROOFING 5HINOLE5
3' DIA SCREENED LOUVER VENT ID6E VENT
12
------ ----
- —
12
MATCH RIDGE --- - \ \`
VINYL SIDINGTIM
_
-- - - ----- ----
I
I I I I I
1 I I I I I I
I I I I 1 1
\ - - - - - - - - - - - - - r r-J
I I I I I I I 1 it i i i 'i
I STEP FOOTING 30DE6 MAX
�_ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - �__ - JE N I C O
FRONT ELEVATION RIOTLVTION ARCHITECTS & ENGINEERS , P . C .
14cl North Gountry Road, Port Jefferson, N.Y. 11-7-M
Tel : (516) G28-2112 Fax: (516) G28-2165
Approved By:
kVDN cy, ONE STORY RESIDENCE
c s T��' ELEVATIONS
sT 024575 oQr 5cale:1/4"=1'-0" Drawn By:E. Nicosia A—
I � Of NE�y FE-
DatE5/14/9 Job#:q?-650 Rev: I I of 4
r
A4
13'4"
- ---------------------
2-2X10 GGA_
O GENERAL N07E5
4X4 GLA ON TECO COL U I. All mater IalS, assemblies, constructlon and equiptnient is to be in ac tarda e
BgSE O.1 I DAl ullth the Kr ,5 Fire Freventlon, BuIlding Construe Ilan a Energy Code, and
1 P.C. FOOT"`C� (T ) - generally acceptad standards All piumbin and i taste disposal systems a e
12'-II" ! 1
Q) t'
to canfarm to SGD.H-5, requlrments. All e�ectrlcal dark to c-onform to lac Di,
N.Ec, and UnderiJritere reaulrments.
1 5/4X6 GGA DECKING Q J -4 2 The Architect/Engineer cetlfication apphes only to this S plan's conformonc
. r
to the NYFire Freventlon, Building if Energy code
AREAWAYS A5 REQ8"X16" P.G. PIER y
--5 OP BELOW 1 3. These plans to be used In conjunction Huth Outline Specs r-rhea provided
4 Assumed Soil Bearing capacity: 2 tons/Sgft.
__ __ ___ _ 2511 r----� 5 All Footings to rest on virgin, undisturbed sad
- - - - - - - - - - - J - - - ryr -„ 9
TECO-GGA_Ta l=ED6ER- - �. -- -_ _ -_- - — 281 "r_ — —
d. Concrete to be plain, unreinforoed, 200 Ib p 28 day test Ur�less noted.
- f Provide smoke detector in each bedroom, hall, Floor levels basement.
' Sill r - - - - - - _ — - E. The Arch lteck/Englneer assumes no responsibility For construction means,
� -0" O methods, techniques, sequences, procedures, or For safety precautlons d
m pragrame In connection Ilth the I fork The Architect/Engineer shall not be
a —� responsible for contractors (allure to carr out the i-fork mance
In confor
I-An the contract documents The Architect Engineer shall not be re5pon51 to
p G U HEAT T 1 for the errors or omissons of the contractor or sub-contractors.
9 Contractor to verify all dirnenelons before starting construction, notify
�9 1 a _ Architect/Engineer of any discrepancies ImmedlaLely.
;q ry 2-240 .0 ® _i (� Da not scale drawings, follora dimensions only
® 0' nl '7 � 10. Deviaton From these pians or unauthorized duplication i-rill negate the
® IL _ Archltect/Engineer certification and Is a violation of N 'T.5 Lai.
N � � .� -� `___5/&' TYPE X ___ " I
— LL U- u- LL O 6YP. BD. 1 I
�r--- X — J STRUCTURAL NOTES
ry --
-
-
-
-
-
�rX ) 1
r ry = c� I. All lumber to ba Douglas Fir Lar ch, No 2, unless noted otherr iisa
ryr-------yam ,S 36" OPN5 hl'caI l design dalues are based on PIYS erode Reference Standards
--------+ - 1 DROP END AS
RS-25-17 t ru 21 by the American Forest Produc is A5soclatlon, and
----- 9 -- — -- — — — — — REQ. BY DR are o5 Fol loris,
-� FJ I- - - - - - - - J L - - - - - - - -
I 44'-ter" i r Headers and vl-ders
� E=1,6,00,000 51, Fb=,525 p5I, Fv s
p ,s
nd
1 I �_ 1__, 21bJoists E-1600,000 p5I, Fb=125.5 p5I,
i
— — — — E-I,u00,000 sl, Fb=1,140 rsl
2F10. E=1,600,00
_ �j 0�.rsi Fb=1,O4�psl
�1 BEA PKr —J L— -J L_J L� J L— -J2F12! E=1,600,000 psi, Fb=a5o Per
� I (2) 13/4"X 41/2" MICRO-LAM .� I " I � -,��,,_4�, I� i
�f, Laminated Veneer Lumber ("1 hero-Lorns") to lin re ndniniurn raluzs as folio is
r rl V 61RDB2 ON 3" DIA. STEF1 COLUMNS - m, E=2,O0OOD� -, p, sf
ON 2'-O"x2'-O"xl'-O" DEEP P.G. FOOTIN65 I I psi, Fb=2,30L si, Fv=22,_ rel LVL's to ha:.e rain 3" of bear Ing
tq - LVL u5zd In trlpllr.nt2 are to G_ fastene-1 together I Ith a rrilnlmurn of
= ® = paras cf lod nolls 512"0 � 3 rori5 of lod 4 12''oc nails far 14"-I°-" mzni1 re,
iCGSdd:.IrL�L
LL LOCA Landinge ,ire as folloi is LIVE LOAD
4" P.G. SLAB LOCAncN p'EAC C'ER ECT A IIT
XGAY&
"- let FI 4.; LIE IC LB L/300
X �i 4J 2nd FL (S,Iop-� Area) 31 LB 1�' LB, L/3rc,C
ry - Attic I5fora er
8" P.G. FOUNDATION ON 8"X16" KEYED 6 i I -' �j 9 -�' Le. ICS LB L/3a0
C,ONTIN000S P.G. FOUNDATION W/ �� e L 10 Le L/240
Attic (iriacce5siblz) 10 LB
ct ( -3/4" x 9_1/2" MICS LAM ORDER r I/2" DIA STEEL ANCHOR BOLTS RaaF (ii/Fin ceiling) 2a LB. snarr LU LB V24cr
—� -- _® 8' O.G. 6 1' FROM CORNERS _ — Roof (oro/Fin ceiling) 25 LB. snow IO LB L/211.
R — J
T�9 4 � J F 4 -- -- TEG gED46ER - - --- - � - 1 Healer= anl6ir e-
L—J _ Live luacl deflection lrnited to L/360
O O Garmect oasts to all flush headers, gir ders 8 ladders, imth steel fi-=rrunc
hangers, as per maruhocturere Instructions. ("Sir IF50N" or Equal)
E 0 e If 5 eclf is connectors are specified, no subetitlon5 are per
® _ �j GO GAP ON 4X5 GGA 4. Headers to be mlrilmurn 2x6 unless noted.
Igo _i {,4�r�� :p ON 2BAP.C. FOOTING' PIER -� 5. Double FJ under parallel partitions and tubs
tt _ _ o Provide double frarning members around oilenin s, Gunnert IntP, steel
LL- _ , i 2
I I I _-2X8 GGA_ n.-=�� _ L — —
_ _ _ _ �. Jl � -- -- -- - ---- -- -- -- -- --- - - hi g e. a per ry J 5 ( ten IPS�N u q IU
J I an er s e ��
_ _ E u�
- - - - - - I � BEAMP�T ---- -- — '•
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J
- - — - - - - - - - - J -- - - - - - - - - - - -
A4
FOUNDATION PLAN
JENICO
ARCHITECTS & ENGINEERS , P . C .
14a North Gountry Road, Port Jefferson, N.Y. 11777
Tel : (516) c12b-2112 Fax: (516) G2b-2163
Ap roved By:
" �y ONE STORY RESIDENCE
ct; I S9 /m
r)
FOUNDATION PLAN
9�OFJZ NE^tt N yoQ� Scale: l/4"=1'-O" IDrawn By:E. Nicosia A-2
Date:5/14/9-7 Job#:q'7-b50 Rev: 2 of 4
A
center on sink
12'-O" ei
CCA DECK O a GENERAL NOTES
5/4"1 GGA DECKIN6 I All materials, assemblies, conshru-tlon and equiptment Is to be in accordance
wlLh the NX.S Fire Prevention, Building Gonstruchon d Energy Cade, and
7 generally accepted standards. All plumbingq and waste disposal systems are
to ..onform to Sr.D H5. reaulrments All eizctrical uork to conform to local,
�_____ ________________________ --------------------------- ____________ NEC. and Underwriters re�uvnients.
The Architect/En (neer certification a__ Ils5 onl to thl_ Inn's conFarnianca
2842 2842 2- SCfO 2-2 0----- ----- -------- -- -- --- ------ 2-2842 -------------� to tl-�a N.T.S. Eire Preventlen, Building 3 Enargy Code,
111111111
6068 SL g - pp y P
d2-2X10 2-2X10 2468 g'-4" I o i 2-2X12 - X2 _ 3 These pians to be used In oonjunctlon rtlth Outline Sped iahen provided.
-� _-- -O' O 4. Assumed Sall Bearing C-apacty 2 tons/Sq.ft
O C 10'-C� ' 9'-4" � 5. All footings to rest on virgin, undisturbed sol[
U 6. Concrete to be plain, unrelnforced, 2500 Ib a 3e cloy test Unless noted.
�-UU J R 00 O ' -1 Provide smoke detector In each bedroom, hall, Floor level 4 bosernent
�00 0 V d,(J _ J, - 9 8 The Archltect/Engineer assumes no responsibility for construction means,
�`fl FIRE 5 OP GHA5E _ methods, techniques, sequences, procedures, or For safety precautions aF
x`fld. .p Ate/ �-I� 0 ryi O ry �Q�� Q ® ®_ AT FUR 6 GEILIN6 j-j programs In connection in(th the iaork. The Archltect/Englneer shall not be
1 ®® ® MA51MyL�RL/ln'1 � QMNS AREA• N q �\ Q J responsible For contractors failure to carr out the work In conformance
--- p( �_ `� \ o-lith the contract documents. The Architect yEn (neer shall not be res on5lble
�mj J V O ____________ __ = I 2-2X8 VAULTED GEILIN6 cV S �J r� VAULTED GEILIN6 J g p
U.L A D "O"- or the errors or oml55on5 of the contractor or sub-cantrac tors.
�p GLEARA E FP.6 FWE
NN S.D. _ 1 KITGF�1 9 ry ry °D 9i Gontractor to verify all dimensions before starting construction, notify
ONN 2668 O I a Architect/Engineer of any discrepancies Immediately
�ry a I N 2'-4" Do not scale drawings, follow dimensions only.
10 Deviation from these plans or unauthorized duplication illl negate the
Archltect/Englneer GertlNcotlon and Is a v(clotion of N:i .5. Lau
� ------------ -_- P.G. PAD
3'-6"
AQP
STRUCTURAL NOTES
i
� = 6 -2X10 2XIO
N N-BEARING PARTITION 2-2X10 HDR - BEARIN6 PTN
i0 E W 'd- PG STEP I. All lumber to be Douglas Flr Larch - North, No.�-,
, unless noted athen-rise
VENT ` Wood design values are based on NYS Code Reference Standards
'd- GJ BEARIN6 PARTITION 2668 ggELF OSE ry R5-25-IF tfiru 21 by the American Forest Products Assoc lotion, and
B-L DR - are os follows.
2668 % a __j21 I-Z X I6" MIGRO-LAM_____ R O Headers and Girders:
VENT O n RN R16E BEAM _ ff E=1,000,000 psi, Eb=825 psl, Fv=g5ps1
5.D. Jolsts and Rafters psiFb=1S
, ,23_ psi.
fYl 4- Rl) r E=1,600,000
0 O �j 10. E=1,E-1,000,000 psl, Fb=1,045 psi
1 n O '0 v J� O G -2�6: E=1,6copoo psl, Fb=1,140 51
00 0 - 2 12: E=1,voo,000 psi, ipsi.
T. °p V�j 6LI)d �t N® Larnlnated Veneer Lumber (''I licro-Lams") W hone nilnunurn values os folloi,is:
r- ry p0 0 ® ® VAULTED CEILIN6 'V' ®<} E=2,000,000 051, Fb=2,B00 psi, Fv=2b5psl. LVL'S to have min 3" of bearing
_ - - IY - 5/8" TYPE X GYP BD. ®® ® x - LVL used In triplicate are to be Fastened together rAlh o minimum of
.p 'D � ��p ON WALL5 t GL6jkj 'j K M
O rs`f+ 2 p -,
_ V XN 19'_4„ ° GARAGE X PITCH TO DR5 NN CN ry N cV Design ALoodingscare as LIVE DEAD
aDEADf lod � IDar nab For 14"-I A" memLers.
O v ® 4" P.G. 5LA8 r ry
LIVE TAD
[1 '-4" 4' U 8 EFLE�r anon
0-400 15t FI 40 LB. IJ LB. L5C0
-7 o X9 BEARIN6 PARTITION O 2nd FI (Sleep Area) 30 LB. 10 LB. L1360
�V SD• ry 2-2X10 2-2X10 2-2X10 AAttic ttic (5otrije)ble) 10 LB 10 L5 LB. 0 LB L1
13bO
N cpX '•3 2852 2852 fJ RcoF (,VFln telling) 30 LB sno11 15 LB L/240
d_ O rvry NNN 19 -4 - �I'-r'�" Q Roof 64o/Fin ceilin ) 30 LB snow 10 g LB L/240
0 0C40VBVM 0 Headers and 61r1ers
— - Live load deflection Ilrnl[ed to L/360
r 5/4X6 GGA
TECO RR/GJ TO FLU5H <`+
TECO RR/GJ TO FWSH 3 Gonnect Joists to all Flush headers, girders & ledcers, i ilth steel Frarcang
(2) 1-3/4' X 11-1/2" MICRO-LAM ' 5"X5" PORCH P05T5 ry = hangers, as per manufacturers instructions, ("TEC ' or Ec ua1)
(2) I-3/4 XII-I/2° MICRO-L 4 4x10 ev (2)1-3/4'X9-1/2" MIGRO-LAM (2)1-3/4"X9-1/2" MICRO-LAM If Specific Gonnectors are sperifled, no substitions are permitted
----------- ------'-�- — — — -
- 2-2X8 GA STEPS RAILI A5 REQ. 8010 OH DR 8070 OH DR 4 Headers to be rninirrium 2x.6 unless noted.
= 2-2X4 P05T TO 2-2X10 FJ 3056 ---------- ----------------- --_ ____--______----__� "-'a'� X22 ------------------ --- _-� 5. Double FJ under parallel portltio_ris and tubs
V 2-2X8VIM t( REM RSE
_ 6 Provide double framing members around all o�er�ln�s, r'ornie._t -pith steel
I'-0" F YIN6 ABLE hangers, as per manufacturers Instructions (" EGO' or Equal)
�b ----------- I-O F ZIN6 6cABLE s s
DUMMY REVER5E
1'-0" FLY1145 GABLE
" 0.. 3'-
6'-0" 3'-2"
19'-4"
F I RST FLOOR PLAN A4 J E N I C O
LIVINOAiZEA: 1,64250.FT. ARCHITECTS & ENGINEERS , P . C .
14G North Gountry Road, Port Jefferson, N.Y. II777
Tel : (516) q28-2112 Fox:(51(9) G28-2163
Approved By:
tF�e Nic^R NE STORY RESIDENCE
FLOOR PLAN
4575 GQ� Scale: l/4"=1'-O" Drawn Ey:E. Nicosia A-3
6`OF N E`N y
Date:4/3/9'7 Job#:91-490 Rev: 3 of 4
I
I
13' VENT THRU ROOF
BATH LAUNDRY KITCHEN I
MSTR BATH I _
---T r-r--- - - -�
F
- -- --1- j 12'V j 3'V 21VI 12'V 12'V
2'V j 2'V 1 3'V I j
I I I I I I I 1
1 1 I DW
I
1,5'W
1 1.5' �J 1.5' W 3' W 'F3 W 1.5' IW P12•W
C.O. r-- - F.A.I.
ENERGY NOTES
4' W C.D. 4' W I
1 I. TO the best of the Architect/Englneer's knot ledL0, bellef and professional
judgernent, these plans are In cOnformonce knth art 51• of the N.Y5.
HOUSE TRAP TO APPROVED SANITARY SYSTEM Energy ode doted P-Iarch 1, 1991.
2. Incloor deslgn temp. shall be mai -12' For heating and ruin. -75' For cooling,
based on table 2-1 In the Neu York State Energy Cade.
3 All exposed 1-:ester plping and/or heating ducts to be Insulated as per
Sectlori 1813 of the NeM York State Energy Gode
4. Fireplaces to have flue (Jamper, tight fighting glass doors and be provided
Hlth outslde air SuFficlent to Support combustion.
y� ��) /� /'� }�� Outside air duct to have Intergrol damper.
FLU � E31 NO RISER
I ` ER 1 ) I AORAM 5 Air Inflllratlon not to exceed 32GFM For rdlndoo-ls and 5 CPm For doors.
L/ `VA1�// ✓ i/ All evterlor joints, openings etc, shall be caulked or nicatherstr[pped 1
6. All equiptment Is to meet the requirments of the 1,11'5. Energy code.
NO 5GAL.E BuIlding Is designed For an oil heating 5y5tern.
Hooting unit to have o ruin 80% APUE rating
HALL U-VA E-5
AJE„ HA,EVAL
OUT5IDE AIR FILM .Il
SIDING VINYL 5imime 1100
SHEATHING 1/2' PLYWOOD 122_
MOISTURE BARRIER HOUSE WRAP
INSULATION R-II 110
MALL FRAMING 2X4 a 16' O.G. -4,M-
HAI-l- .W
FINISH 1/2' 6B. ._ ,45
INSIDE AIR FILI 1 _- 66
"TECO" TY-DOWNS AT RIDGE BEAM RIDGE VENT R-TOTAL FOR STUD AREA -I.ZL-
R-TOTAL FOR IN5U_. AREA 13-92
U-TOTAL FOR WALL .OD3
12 10% Mune, 40% inwiatlon
6+ GABLE RIDGE USE 14' RAFTER LENGTHS ROOF GON5TRUGTION. GEILIN& U-VALUES FLOOR U-VALUE5
TECO RR TO PLATE ASPHALT FlBER6LA55 ROOFING 51411461-155 ON All MATIN "c" /Jm^ MATERIAL Ill
154 FELT ON 1/2" COX PLYWOOD ON OUTSIDE AIR FIu9 - _,p_ art51DE AIR FILM —
OOFING 2250 SHINGLE .4 FRAMING 2X6 a 16' OL. jai
22' RAFTER LENGTHS 2x8 R.R. ® I6" O.G. R
SHEATHING 1/2' PLYP4000 --k2— INSULATION R-w Igloo
I IOISTURE BARRIER 150 FELT -- SUB-FLOOR 5/6' PLYWOOD — n
R-111 lN5UL.. INSULATION R-19 Igloo FINISH FLOOR.
OAK �j2
�- USE 8' RAFTER LENGTHS FRAMIPIG 2Xb a Ib' OL. 3� INSIDE AIR FILM .92
R-11 IN5UL. _ LLC. FINISH 1!2" O.K.B. _.4_5_
rtrjWYPA�NT
--- - ———————————————— ALLUMINIM 6UTTER5 4 LEADERS ON 1NSIDE AIR F1uI - _
1x6 FASCIA W/ CONT. VENTED SOFFIT
_ R-TOTAL FOR STUD AREA 7.-5 R-TOTAL FOR STUD AREA _15,11_
O R-TOTAL FOR INSUL. AREA 2023, R-TOTAL FOR IN5Il AREA 22.2Y-
Q RR BEARING PARTITION U-TOTAL FOR WALL u-TorAL FOR WALL
10% franc, 90% liwlatlon 10% franc, 90% Insulation
WALL CONSTRUCTION:
VINYL 51DIN6 ON "TYVEK" OR EQ. ON
2x4 5TUD5 o I6" O.G. "-11 IN50L. - SUMMARY OF TOTAL THERMAL RATIN&
RAILIN65 A5 REQ.
D'/B" GDX PLYHOOD 5UB-FLR IF THE TOTAL THERMAL RATING IS ZERO (0) OR GREATER, THE PROPOSED
J TECO TO LEDGER DESIGN FOR THE BUILDING ENVELOPE COF-7PLIES N11TH THE ENERGY CODE
-
THERMAL TABLE
AREA U-VALUE
SILL GONSTRllGTION: RATING USED
BRIDGING (2)2x6 G.G.A. 51LL5 ON SILL SEAL ON A. ROOF/CEILING 1623 054 -7 6-8
• TERMITE 5HIELD WITH 1/2" ANCHOR
BOLTS 8'0" O.G. 4 2'0" FROM CORNERS B. NET WALLS 1146 AH3 +-iq 6-I
Q v
-- - -- 6-1
ip 8" P.G. FOUNDATION c GLAZING
Wll 154 ,32 -31 6-1
'r' a
kill - - -- 6-1
DAMPROOFIN6 Skylights 10 .52 -'1 6-1
DI FLOOR5 1628 4)-� +0 ¢-�
;f D3 SLAB INSULATION
r . .. 8" X 16' GONTINUOU5/KEYED P.G. FOOTING
„ . t' � ' Slab Perimeter - FEET
L al Iroulatlan R-Value — -- 6-6
TOTAL THERMAL RATING +34
5ECTION A-A J E N I C O
5cale: 1/4"=1'-0" ARCHITECTS & ENGINEERS , P . C .
14q North Gountry Road, Port Jefferson, N.Y. 1171-i
Tel : (516) q2,5-2112 Fox: (516) q2B-2163
Approved By:
, XFBA TWO STORY RESIDENCE
IC h'iA
cl`O
SECTION /RISER
024575 �Q� Sc.ae: /4"= '-O" l By:E. Nicosia A-4
FOp Nfi�y
Date:S/IS/G7 JobkF.q�-65o Rev: 4 of 4