HomeMy WebLinkAbout30407-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31687 Date: 07/18/06
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 350 MAILLER CT SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 70 Block 9 Lot 38
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JUNE 8, 2004 pursuant to which
Building Permit No. 30407-Z dated JUNE 17, 2004
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE & COVERED FRONT PORCH
AS APPLIED FOR.
The certificate is issued to GEORGE & VERONICA ROPPELT
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0126 07/10/06
ELECTRICAL CERTIFICATE NO. 91357 07/21/05
PLUMBERS CERTIFICATION DATED 04/16/06 CHRIS OLBERDLING
A.L
//7'rizeySignature
Rev. 1/81
A4.,ruxw; w y
Form No.6 1 rf
TOWN OF SOUTHOLD
26 BUILDING DEPARTMENT
TOWN HALL
T 765-1802
T i FiOtD
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. 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 Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15`` y2 �-.00
J
/
New CConstruction: Date.ction: �/22 Old or Pre-existing Building: (check one)
Location of Property: J� //1#1z-ez Cr ')a7_,V0
House No. I �S reet DQ Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section_ 70 Block 7 Lot 3 Q
Subdivision Filed Map. Lot: nnQ
Permit No. 3070_7 Date of Permit. Applicant:� A
Health Dept. Approval: Underwriters Approval: f/
Planning Board Approval:
Request for: TemporaryCertificate Final Certificate: (check one)
S/O
Fee Submitted: $ e�
41ica4ure
64c.-• )05 8 7
Co -2-- 31487
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. 30407 Z Date JUNE 17, 2004
Permission is hereby granted to:
G & V ROPPELT
4 BRIDLE PATH
FARMINGVILLE,NY 11738
for
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE
& COVERED FRONT PORCH AS APPLIED FOR
at premises located at 350 MAILLER CT SOUTHOLD
County Tax Map No. 473889 Section 070 Block 0009 Lot No. 038
pursuant to application dated JUNE 8, 2004 and approved by the
Building Inspector to expire on DECEMBER 17, 2005 .
Fee $ 1, 272 . 60
Authorized Signature
ORIGINAL
Rev. 5/8/02
OAK a AVIEMNII&A& A,
Electrical Inspection Certificate
Issue Date Electrical Inspection Service,Inc. Application Number
7/25/05 375 Dunton Avenue 91357C
East Patchogue,New York 17772
(631)2866642
Issued To: Mr. George Roppelt
Street: 350 Mailer Court
Village: Southold Zip: 11971 Town: Southold
Section: 70 Block: 9 Lot: 26
Contractor: Roppelt Electrical Contractors Lie. # 4381-E
Was examined and found to be in compliance with the National Electrical Code.
❑ Commercial ❑ NV Defects ❑ Pool ( lot Floor ❑X IndoorX❑ Basement ❑ Hot Tub
® Residential ❑ Det Garage ® Attic ❑ 2nd Floor ® Outdoor ❑ Addition ❑ Survey
Swftohes Reeepbehfs Rbfhrroa am Nater A/C Rene
40 44 37 10 1 8
Dishwaaha ~@WAn" D"WAmps Oven Ran#e/Amps M/erowava
1 1 20 1 30 1 1 gas 1
Rumaoe oil Oaa Clro11118 a smoke OWnfor #ell TranaFama
X X b 0
Meta Amps Rhee U"K Jaeuaal Television co 0111 r
1 200 E / 1 2
Bldg. Permit: 30407
Other Equipment
OOamp main breaker panel/20amp air- 0-It M
handler disconnect
Hugo SUSurdi
President
oiriticiii An: 02%d412005
Inspector: John McMahon 111
Final IrdpecWrl: 07/21/2005
Inspector: John McMahon III
This certificate must not be altered in any manner. Inspectors may be identified by their credentials-
h�O�gUFFO(,�co
Town Hall,53095 Main Road O Fax(631)765-9502
P.O..Box 1179 y�ol �� Telephone(631)765-1802
Southold,New York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:--//—
Building
ate: 7 _ / (a
Building Permit No. 3 oel
Owner: -V!
(Please print)
U / /)(a
Plumber: ��� l C(/'71-�l
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
&44 Z
umbers lgnatur
Sworn to before
`me this ��
day of6. ) _� � 200(,
Notary Public, C- > ounty
PATRICIA V.0 DING
Notary Public. State of New York
No. 01 OL4713306
Oualified in Suffolk County
Commission Expires April 30, 200M
OFSOUTyo`o
� f
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ]
FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: co
DATE 3 3 f p INSPECTO
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS LATION
[ ] FRAMING FINAL
[ ] FIREPLACE CHIMNEY [ ] FIRE SAFETY INSPECTION
i
REMARKS: \
fiW VL9 " - �✓
i-
DATE l INSPECTOR
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ] R GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE 3 Y' INSPECTOR
305407Z-
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST ROUGH PLBG.
[ ] FOUNDATION 2ND [. '� ,.
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:_ '
16
0
DATE :?116 INSPECTOR 1 "�'
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMA S- U ,
DATE INSPECTOR '
765.1802
BUILDING DEPT.
INSPECTION
[ FFRAMING
ATION IST [ OUGH PLBG.
[ ATION 2ND [ ] INSULATION
[ [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: T a A"h�Nti
cNIS�{ StdLcJ < L s� lAk�N
10% ,f DATE Zce INSPECTOR I
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FQU DATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY
REMARKS:
DATE INSPECTOR-
765.1802
BUILDING DEPT.
INSPECTION
[ I FO NDATION 1ST [ ] ROUGH PLBG.
FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE 0" C) INSPECTOR
3ot/o7 �
765.1802
BUILDING DEPT.
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
`sf
DATE &2-dd INSPECTOR
U
.t
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST)
_ L
-------------------------------------
H
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FOUNDATION(2ND)
Q
$ ce o ( z
(( na O (�^A
�,�"� ��/• -�w..., O•IC T`n�ih SWe 6,.� �, DH�yy
ROUGH FRAMING& CA, Lk -1�0
PLUMBING
3
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INSULATION PER N.Y. � y
STATE ENERGY CODE
/ 1
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FINAL r
DITIONAL CO TS 7�,
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT . Do you have or need the'following,before applying?
TOWN HALL Board of Health
SOUTHOLD tNY 11971 3 sets of Building Plans
TEL: 765-1802 Survey
PERMIT NO. ?1 f302 / Check
Septic Form'''
N.Y.S.D.E.C.
Trustees
Examined 611 .20 Contact:
'J^(��Jyy����
Approved (O 20-a1C1RifT.t S COM .al GQBQ.---
Boox 361
Disapproved a/c y
7 do-'as, Phone,:�:,161-
Building Inspector
$ APPLICATION FOR BUILDING PERMIT
D
Date , 204 _
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work:''
e. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy
is issued by the Building Inspector.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
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,housing code, and regulations, and to adroit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corpor ton)
P.0 Polo .361 cv ayIAIV- AW ,N y
(Mailing address of applicant)
State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,`plumber or builder
/S1C=�ZAL roN'[pAc�c�(-
Name of owner of premises 6 " ^,A - UQ t�19/ytC/v Pee
(as on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
` Mt:2 20U1as tJ�,P.
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street q Hamlet
County Tax Map No. 1000 Section 070 Block / Lot 3�
Subdivision CMI Ff ELD 044-iL'. Filed Map No. 4770 Lot
(Name)
of premises and intended use and occupancy of proposed-consuvcuuu
2. State existing use and occupancy –
a. *Existing use and occupancy
b. Intended use and occupancy
Addition _Alteration 1
3. Nature of work (check which applicable):New Buildings ther Work
Repair Removal----- Demolition— (Description)
Fee g application)
4. Estimated Cost � � °AO (to be paid on filing this
Number of dwelling its on each floor
5. If dwelling, number of dwelling units_
if garage, number of cars .
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
Rear D��
7. Dimensions of existing structures, if any: Frontes--
Height Number of Stories
Rear
Dimensions of same structure with alterations or additions: Front
Height Number of Stories,_ i --7—
Depth – / � Depth S/ 6
8. Dimensions of entire new construction: Front—_"--Z a Rear 63'
Height 70 Number of Stories
9. Size of lot: Front
Rear /LL DePth f 93
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation:
_Na
13. Will lot be re graded Will excess fill be removedfrom pr 7 YES NO
oQf 7
Address o Phone No. ,
14. *<ames of Owner of premises�� U ^'�— PlioneNo
Name of Architect t N:uCASQt- Address
nrr,Nc _Address " _o ' 36 Phone No. 9J� VSZO
Name of Contractor ^��% C�UAp,A t�
15. Is this property within 100 feet of a tidal wetland? *YES____NO
IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED
16. Provide survey, to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey
STATE OF NEW YORK)
SS:
COUNTY OF
'so tda being 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;
e to the best of his knowledge and belief; and that the work will be
that all statements contained in this application are tru
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of�,.0 ZOSL-
Notary Public Signature licant
STEPHEN G. REMUZZI,JR.
K ARY r C9UC,State of New York -
G2-9E251965 -
C -:Ilil;:dinSuffolkCounry�
CCcr.J',ic,Eap':s July 31, 6 S-
Ypfy
LOT AREA = 20,076 SQ. Fr.
NOW DR
11 Jl 2 T M CKHgRD RMERLY
---
_ ' NOW
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X12 00"W RUC ORA4ERLY
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cn I m
LIT
FC
0 3'N FOUNDATION 2.
2.1'S N
X V
X
W 14.0' 8.5' 21.0' m
w 15. ' o �
22.7' v 2
28.7'
cD Q.
o
u 5
d R=25.00'
L-39.27'
FD FD
MON MON 226.64' V
N 05'01 '40"W 110.00'
MAILER COURT
7-21-2004 FOUNDATION LOCATION
THE DFIgRs (OR DRMflBOR) NIIOR/ NEREOM FROM TME 97MWMM TO 114E
PROPERTY URO ARE FOR A SPEOFE PURPOSE AMD USE AM THEREI sE wE NOT JOB No. 04-249 FILE No. SMITHFIELD PARK
MIfEIIDm IO aROE TME ERWnON OF FORM RF10019 MIL rows. PATIOS
RL TINO AREA& AOM M TO NIanR>d OR AMY ODOR OO SMOF N/. SURVEYED FOR
uMwnmZM N7OA110M OR AOM M ID TME ZMEY a A VKLATW OF NE000M LOT NUMBER 26
720 OF 114E MRM I RGIE EDUOPIOM TAE. MAP OF SMITHFIELD PARK
QLVJWXRns NOCAM MOM *VAL RUM ONLY ID THE POEM POR w IMF SITUATED AT SOUTHOLD
wRVEY a PREPARED.AMO ON Ma sEwMP TO IME mu LOMVAIY. OOVFAREM
AOEMf.Y MID IAIERMi RER11RIOl LWEn NFIEON. AMD TO THE ASSORM OF TME
IFIIDOw NElmnvl. OUR%n ARE NOY IR%WWAIE M ADO110NAL NIsiIRIIRORa TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y.
OR sulmEaAR OVOERL
COPIES OF nus W-WAY uw M REARNO TME IAAo y Rxmn gAE OR SCALE 1" = 30' DATE 6-15-2004
njuORREO NFAL 9K41 MOR BE COMMIDERD TO ME A vwn IRE Osr. FILED MAP No. 4770 DATE 9-27-1966
CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-70-9-38 DISK 2004
HAROLD F. TRANCHON JR. P.C.
LAND SURVEYOR
P.O. BOX 616
1866 WADING RIVER—MANOR RD. WADING RIVER.
NEW YORK, 11792
N. LIC. No. 048992 631-929-4695
HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E
Z TEST HOLE DATA: 4/27/00 -CEIVED
SUr i OLK COU;^!T`f SURVEY OF
c x SUPPLIED BY : McDONALD GEOSCIENCE
ss�oo q N/F ECKHARDT 200.3 HAY I I AH 10: 53 LOT# 26
So v RCSIDENCE EXIS77NG GRADE IN
x N/F RUCCONICH O �rr/T DEPT Di' tiP;:L71, SEil'JiCE' SMITHFIELD PARK
�.���i\\� �•\\�j � DARK BROWN SAND LOAM OL U F 1 C E 'f!r. I�.�f Al�ti i�r m C
RESIDENCE x c£ssPooL /S, SITUATE
\y0 BROWN LOAMY SAND SM SOUTHOLD
TOWN OF SOUfHOLD
I SUFFOLK COUNTY, N. Y.
F£ CR.
w PROPOSED i'` NW D9' 2
CESSPOOL 1 SURVEYED FOR GEORGE ROPPEL T
_ _ _ #
\ � VERONICA ROPPELT
1 Y
PALE BROWN FINE TO MEDIUM SAND SP
/� 20 0I "� LOT 27
RESIDENCE SURVEYED: 25 APRIL, 2000
oN 17' SCALE 1"=30'
CESSPOOLS \ I AREA= 20,076.567 SF
.�0 PR POSEDm 85" TO CESSPOOL OR
SEP /C s 0.461 ACRES
W \�� TAN � I o•
T \
0
LOT 25 Y I T �� FOR S.C.D.H.S. USE ONL
_ ZONED R40
RESIDENCE I
NOTE. ELEVATIONS SHOWN HEREON
FROM SUFFOLK COUNTY
.0 a EAST END TOPO MAPS
z<' e I ICOR O0
PROPOS S 0.5,
4 BEDRO �� ?'
RESIDENC 4
3 .3 C p 7M 1000-070-09-38
25' 64 20 A FM4770
N �. R p BLEDD SEPT. 27, 1966
q
PR CS£D
� o o
DRIVEWAY GUARANTEED TO
TEST 0 A=39.27' GEORGE ROPP£L T
WELL H I OPO �O R-2500' Q ��
FD / �LL HOLE WELL VERONICA ROPPELT
(APPROX.) A COMMONWEALTH LAND 777LE INS. CO.
S 05' Ol' E a I RH 8000 1528
2 W
O 40 110' CM TIE= 226. 64 J
myr GUARANTEES INDICATED HERE ON SHALL RUN
T PA V£M Q O • ISLY TO THE PERSON PREPARED, AND ON FHIS BEHALF TO THE
Lv p I O O OR WHOM THE SURVEY
1� T!R£ COMPANY, GOVERNMENTAL AGENCY. SURVEYED BY
O� Q MAILER ~ ''Q.
y LENDING INSnTUTION, IF L=D HEREON, AND O �� W o ti COURT TO THE ASSIGNEES OF THE LENDING RISnTUnoN.
'J& ^W GUARANTEES ARE NOT TRANSFERABLE To �y OO STANLEY J. ISAKSEN, JR.
U VACANT
ADDITIONAL /N51iTUTrONS OR SUBSEOUfM OWNERS. �£ ;� E]
< P.O. OX 294
UNAL/THORIZED ALIERATIO/I OR ADWWN TO THIS NEW SUF OL NY 1
SURVEY S A V/OLArlaN OF SECTION 7209 OF ' �, 6 S
RESIDENCE THE NEW YORK STATE EDUCATION LAW. ,'l�.
COPIES OF n1/S SURVEY MAP NOT BEARING ..-..
EN AN RIVEYOR
THE LAND SURVEYORS EMBOSSED SEAL SHALL NYS L NO.' 49 7J
NOT BE CONSIDERED TO BE A VAUD TRUE
COPY.
OOC9O3
SURVEY OF
LOT 26
FENCE CORNER LOT 25 IN
ON LINE
N 84'58'20"E CI-AIN LINK FENCE 193.43' SUBDIVISION PLAN SMITHFIELD PARK
M J TCON
MON SITUATE
z Z SOUTHOLD, TOWN OF SOUTHOLD
WATER 34.3' /N SUFFOLK COUNTY, N.Y.
�ETER WATE( LINE W
+• i, ?O' SEPTIC
O wooD STEPS IN 9 023,7'
u TANK /
+ .G' O z 3Jo 2 SURVEYED FOR: GEORGE R. ROPPELT
r ti N N N WOOD
DDUDCC / VERONICA ROPPELT
�ym
..-yFM# 4770
/ DATE FILED SEPT. 27, 1966 _
mWOOD STEPS
as' J L) 9.. 4 D TM# 1000-070-09-038
3.7'Z 2 20�2"0
CESSPOOL pPR 6 FOR SCDHS USE ONLr
GARAGE m o \
25.5'
5.6' 26.0 /
eELLAR C)
NrR
o
0 ASPHALT DRIVEWAY WITH BLOCK CURBING
t
/� C
CONIC
MON TIMBER RETAINING WALL - F�
CNNI, LINK FENCE
S 84'58'20"W LOT 27 171.59'—
mO
N If It I�
N r i
Ol
R=25.00' " I
C/A=39.27' SURVEYED: 25 APRIL 2000 ( j
RV/Fw RESURVEYED (FINAL) 20 APRIL 2006 - s
GUARANTEESERSOTED HERE ON SHALL RUN 11''
ONLYTO THE PERSON FOR WHOM THE SURVEY AV� 9
IS PREPAREO,AND ON HIS BEHALF TO U
T/TLECOTRE N(i�. SURVEYED BY
MPANY,GOVERNMEMAL AGENCY SCALE 1"= 30'
LENOSTANLEY J. ISAKSEN, JR.
WG INSTNUOOFL
N. ISTED HEREON ANO
TOTHEAsESG ENO TTRANSFE Np sysTmm°w. P.O. BOX `2'94
GLh1RANTEESARE NarTRARSLSSBLETO AREA = 20,077 S.F.
A°° °NA I"BT �"°"s°RSHBSE°uE"'ow"ERs OR NEW SUF DLK. Y. 956
0.461 ACRES 631 —73 58 c -
UNAUOlORRED ALTERATIONOR ApO/OON Rl TH/S C
SURVEYLSAVl ST47FEDWA Il LAW OF v
TNENEw rorarsrarEEDuuTTavuw GUARANTEED TO:
COPIES OF THIS SUHVEYM PNOTBEARING GEORGE R. ROPPELT __ _____ _ ____
TNFL4 suRVEYORSEAWSSEOSEALSI VERONICA ROPPELT L EN SED N SURV 0
NOT BE LONB/OFRED IO BEAVALID]RUE HUDSON CITY SAVINGS BANK YS Lic. O. 49273 0OC903— 1
COPY.
File No.: RH80001528
Commonwealth Land Title Insurance Company
185 Old Country Road, PO Box 419
Riverhead, NY 11901-0203
Phone: 631-727-7760 Fax: 631-727-7818
Lan erica
Commonwealth
SINGLE AND SEPARATE SEARCH
Effective Date: 3/26/04
Title No. RH80001528
Commonwealth Land Title Insurance Company
DOES HEREBY CERTIFY TO:
TOWN OF SOUTHOLD
THAT it has caused a search to be made in the Office of the Clerk of the County of SUFFOLK, in the State of
New York, against the premises described herein and property adjacent thereto on all sides from 11/2/68 to
date to ascertain the fee chain of title respecting the premises described herein and the property adjacent
since 1/17/83 and has found only the returns as set forth herein on the following pages as they bear on record
title; and
Certifies that the owners of the premises described herein have owned the same in single and separate
ownership as defined by law during this period of time, except as otherwise shown herein.
This Company's liability is limited to One Thousand ($25,000.00) Dollars.
NO policy of insurance is to be issued hereunder.
Premises: MAILER CT, SOUTHOLD, NY
District: 1000 Section: 070.00 Block: 09.00 Lot: 038.000
County: SUFFOLK
T/O: SOUTHOLD
Commonwealth Land Title Insuran Company
—
ly
BY: //—
Robert H. Gaffga
Vice President
Dated: 3/26/04
Single and Separate Search
TQ20015NY (7/99)
0 *No.: RH80001528
CHAIN OF TITLE FOR SUBJECT PREMISES:
District: 1000 Section: 070.00 Block: 09.00 Lot: 038.000
W.H.D. Realty Corp. Dated: 11/2/68
to Rec'd: 11/12/68
Anthony Zori and Mary Zori, his wife Liber: 6453 cp 495
Anthony Zori and Mary Zori, his wife Dated: 8/16/00
to Rec'd: 8/29/00
George Roppelt and Veronica Roppelt, his wife Liber 12066 cp 829
(LAST RECORD OWNER)
Common wea h Land Title Insu ce Company
BY: kc X///- �
ROBERT GAFFGA
VICE PRESIDENT
Subscribed and Sworn to
This 3rd day of June, 2004
C al
Notary Mlff�'ARINEJ.KING
Notary Pubiic,State of New York
No.01•K14844660
Qualified in$Ooik C^un;y
Comm Psion Expires Jer.,31, 2 00
Single and Separate Search
• *No.: RH80001528
CHAIN OF TITLE FOR PREMISES ADJACENT NORTH:
District: 1000 Section: 070.00 Block: 09.00 Lot: 039.000
Margaret H. Koke Dated: 6/26/74
to Rec'd: 7/3/74
Frederick S. Koke and Helen B. Koke, his wife Liber: 7667 cp 590
(LAST RECORD OWNER)
Commonwealth Land
Title Insurance Company
BY: adj &��
ROBERT GAFFGA
VICE PRESIDENT
Subscribed and Sworn to
This 3rd day of June, 2004
Notary Public
C.ATHARiNIS 1 KING
Notary Public,State of New York
No.014148446e@
(Na d ,,-nlly 05
Single and Separate Search
• NNo.: RH80001528
CHAIN OF TITLE FOR PREMISES ADJACENT EAST:
District: 1000 Section: 070.00 Block: 09.00 Lot: 046.000
Conrad Eckhardt and Carolyn Eckhardt Dated: 1/4/83
to Rec'd: 1/10/83
Carolyn Eckhardt Liber: 9297 cp 09
(LAST RECORD OWNER)
Commonw h Land Title Insurance Company
BY: (" �90v�
ROBERT GAFFGA
VICE PRESIDENT
Subscribed and Sworn to
This 3rd day of June, 2004
Notary Public
CATHARINE J.KING
Notary Public,State of New York
No.01-KI4844860
Oualified in Suiroik County
Co^�m„;cn Exc:re;Jen.81.x,00 5
Single and Separate Search
• *No.: RH80001528
CHAIN OF TITLE FOR PREMISES ADJACENT EAST:
District: 1000 Section: 070.00 Block: 09.00 Lot: 047.000
Charles A. Cacen Dated: 1/17/83
to Recd: 1/21/83
Thomas E. Daly and Margaret J. Daly, his wife Liber: 9303 cp 313
Thomas E. Daly and Margaret J. Daly, his wife Dated: 9/19/96
to Rec'd: 10/3/96
Anita M. Hiltz Liber: 11795 cp 436
Anita M. Hiltz Dated: 2/5/97
to Rec'd: 2/19/97
Inland Homes, Inc. Liber: 11816 cp 930
Inland Homes, Inc. Dated: 2/6/97
to Rec'd: 2/19/97
Mary Karlich Liber: 11816 cp 931
Mary Karlich Dated: 8/11/97
to Rec'd: 9/17/97
Tony Karlich Liber: 11852 cp 156
Tony Karlich and Mary Karlich, as a life tenant Dated: 7/2/98
to Rec'd: 8/11/98
Fabio Rucconich and Theresa Rucconich, his wife Liber: 11910 cp 252
(LAST RECORD OWNER)
Commonwe Land Title Insurance Company
BY:
ROBERT GAFFF
VICE PRESIDE T
Subscribed and Sworn to
This 3rd day of June, 2004 `y,
{� � ry Public
CATHARINE J.KIN(j
N*taq Public,sofa of New Yoh
Single and Separat(b j5k0 ;o=a
Commission Exclres 4er,31, Ooe'
• FTe No.: RH80001528
CHAIN OF TITLE FOR PREMISES ADJACENT SOUTH:
District: 1000 Section: 070.00 Block: 09.00 Lot: 037.000
W.H.D Realty Corporation Dated: 2/2/71
to Recd: 2/3/71
Edward f. Houghton and Ruth I. Houghton, his wife Liber: 6880 cp 238
Edward F. Houghton and Ruth I. Houghton, his wife Dated: 8/3/73
to Rec'd: 8/8/73
Joseph A. Shipule Liber: 9401 cp 441
Joseph A. Shipule Dated: 7/2/99
/ to Rec'd: 8/10/99
Carol L. Irving and Ellen Folk Liber: 11981 cp792
(LAST RECORD OWNER)
Commonwe
alth Land Title Insurance Company
BY: 5C—
an
ROBERT GAFFGA
VICE PRESIDENT
Subscribed and Sworn to
This 3rd day of June, 2004 \
l
Notary Public
CATHARINE J.KING
Notary Public,State of Now York
No.01-KI4844660
dualified in Sudok County O�s
Commission Egiires Dec.31,Z
Single and Separate Search
• Fte No.: RH80001528
CHAIN OF TITLE FOR PREMISES ADJACENT WEST:
MAILER COURT
Commonwealth Land Title In urance Company
ROBERT GAFFGA
VICE PRESIDENT
Subscribed and Sworn to
This 3rd day of June, 2004
Notary Public
C,9Tci'kR1NF J.Kidd
Notary P&ic,SmtB of New Y0
No.01r9u+nusPO
i�uC;SPc'l8 `� `
Single and Separate Search
r 1_BUTT
1 LZl 1'x-1
Applicant/ Date.
Owners Nalne: q,
Vt/ Reviewed: /
Architect/ - Date
Engineer: _ Submitted: 6
SCTM 4:
District: 1.000 Section: Block: Lot:M
Project Subdivision
Location: 7__ g . Name:
Sin&Ic& separate Required �/
certification: (Yes/No) /ej -
Req. Req
Zoning District:-S'I'D (Lot size d �� Auual:. ? ] ( (Lot Covera c _
Req. � Req.
((=rout Yard Proposed: 1 (Side Yard S J Req 1 roposed:� �� (Rear Yard
Proposed•�.(
Project Description: KJ
AGENCV..FERMITS Permit
1�2UIRED
FOR REVIEW N.A. NO YES /Numb r
Suffolk County Health Dept. Loox f
New York State D. E. C.
Town Trustees
Town Zoning Board approval:
Town Planning Board approval:
Flood Plane Elevation???
Flood Zone:
NEW YORK STAVE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load: 45 WWa Speed: 120MPH Seismic Design Category: B
Weathering:Severe--71-', Frost Depth:36" Termite:M-H l Decay: S-M
Design Temp: 11 ice Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERED/PRESCR1PTIVE
FULL FRAMING DESIGN ELEMENTS: Y/N
HEADERS:Y/N WALL STUDS:Y/N / GIRDERS: Y/N
CEILING JOISTS:Y/N FLOOR JOISTS:YIN ROOF RAFTERS:Y/N
LUMB R SPECIES AND GRADE:Y/N
DESIGN LOAD CALCULATIONS:Y/N
LIVE: Y/N DHAP;Y/N SNOW:Y/N SEISMIC: Y/N WIND: Y/N
WINDOW OR SCHEDULE:
A9,9p, k-IN 'REQ MENTS: Y/N
E,tESS�.7 S.F.:Y/N�. I i
�l T�IOHT 8%: Y/N
VENT 4%: Y/N &�-- l
NAILING/CONSTRUCTION SCHEDULE: Y/N -,---,-
MEANS OF EGRESS: YIN
PLUMBING RISER DIAGRAM: YIN
LOCATION OF FIRE PROTECTION EQUIPMENT: YHjV'
TRUSS DESIGN: YIN --�
CERTIFICATION: Y/N
ENERGY CALLS: YIN
TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)
it L"11••. AAAT &. 1 1 LJ . / V-
APPLICANT: DATE SUBMITTED: / /04 -
SCTM# DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION:
ADDRESS: CITY: ZONING DISTRICT: CONFORMING?
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N
BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- , INFO
SINGLE &SEPARATE CERTIFICATION-REQUIRED NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time afl
REQ. LOT SIZE: ACT. LOT SIZE: REQ.LOT COV. ACT. LOT COV.
REQ. FRONT PROP.FRONT REQ SIDE ACT. SIDE
REQ, REAR PROP.REAR REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION:
ESTIMATED PROJECT COST: ARCHTTECT/ENGINEER:
WATER FRONT? DESCkIPTION: PANEL # FLOOD ZONE:
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE:_/_/_ PERMIT#:
TOWN SEPTIC RECEIPT: Y or N
NEW YORK STATE DEC: P . DEC 9/1/75 YES. or NO DTE: /_/_ PERMIT#:
SOUTHOLD TOWN TRUSTEES: YES or NO DTE__/_/_ PERMIT#:
TOWN ZONING BOARD-APP.ROVAL: YES or NO DTE: / PE 'VITT#:
TOWN PL�'Y. BOARD/APPROVAL: YES or NO DTE_ / _/ PRMIT#:
L
TOWN HiSTORICAPRE(SPLIA): YES or NO/
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO
NOTES:
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: SF
SECOND FLOOR: SF -
OTHER: SF INIT OTHER TOTAL
TOTAL: SF FEE FEE FEE
1. (--SF)- _SF)= SFX$ _$ +$ . +$ _$
2. (--SF)- (— SF)= SFX$ =$ +$ +$ _$
3. (_ SF)- ( SF)= SFX$ =$—+$—+$—=$
FINAL TOTAL: $
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT
Date: 06/03/04 Receipt#: 4352
Transaction(s): Subtotal
1 Septic Permit-Construct- Resid. $10.00
Check#:4352 Total Paid: $10.00
Name: Zoumas, Contracting Corp
Pob 361
Wading River, NY 11792
Clerk ID: BONNIED Internal ID:95278
=UPANCY OR I
TENERALNOTES
OTHE IACHITECTO THE SUIGTldl ODE OF THE STATE T OF NEW
DEMONSTRATING THE DESIGNS
USE IS UNLAWFUL CCNFONNMCETO SEBU6b,CONST U THEANDOF NEN NT IS
2.ALL MATERHEBUIINB, CODE UE5,CONSTRUCTION YWK AND MMLI Is TOSES AS7O 1NLE
W �U WITH THE BUILDING CODE OF THE STATE OF NEW TORK MA MPfS1FM.TURE5618TRULTIONB
RIDBEVEM 12 ASPHILT BHINtiLE3 T CERTIFICATE LTNZB �T�•'i����•� � MBCREPAN IE60p NOT 6LE ORAIWMlO81NG CANeTRUCTHk1.TIOTIFY ARLHREOT OF
— E. / ). a By: 1,CEVIATNMI FROM THERE FLANS.UNAUTXONKIN WPLICAW DRAWINGS
INSE WILL NEDATE
2106
FE OL MLXRECTB 1`110.ICATICN AND ISA VHYATKNI OF NYB UW.IXOR REDS ARETHE COPMIOHT
FLYING GA&�T �. AT OF THE ARLXRELT.
_ 1% ON 1YB TRIN�.c µ� •.. p�. �p S.THE ARCHITECT IB HOT RESPONSIBLE FOR THE OIBLOYERY,PHE88ENLE PREVEMION.
— C6N5-,��8.,M,��NSAM TO 4PM R,RB T REMOVAL OR1W1pILIN00F A8BEBTOB.N/SMOOUB MATERIIIB.(iABBEB.FUMEeMOLO AND
—_ 12 �•.N O OR MKDEW.
-- �fVF UpNDNAT�M�M 'BTHE IRCAIII£LT ASSUME NO REBPON8ONSWETY CONBTRULTIONNDMEANS PROFIMIMETHODS
WMIUM TECHMCLEB,WITH THE WORK
RE80R BIFETY NOTDE
E RESPONSIBLE
NSI PROIXR SI IN
® MR P�lAlF�1/ UMISIO SOlWT I THEWIXB(THE MLXEECSUS IAT BERE6PIXI81BLE FOR ERRIXVB LQ
_ OMMIBIONS OF THE OWNERCONTRALTdE M BUBLONTRILTptB.
RNa ��m T.THESE III-ANS MND
NS ME OF UNITED SPE AND E INTENDED FOR UFDSE BY EWERENC
L WIIALI VfI - ONNERIBUILOERB FOROONBTMICTION IXIOWNERB PROPERf1'WITH FM48PECIFIG4TION8
,B WINb 11T BELECTEO BY THE ONNER.THE MCXITELT.NOT CONTRACTED TOCONTHOL THE
0. II�J�ILA LONBTRULTN)1 PROCESS Mt NOTRE6PIXMl&E FOR MBURIND TIE FINAL Ae CONeTRULTEO
— AB4E . � T MIILOMG ND 9ITE ISMLOMPLINDE WITN NL BUEDINOLOOEB.LOLALLMye.REOUNEMENf6
r�tl1L ORBURMKITY FOR A PFATX]1lIR U8E THE MGINIELTBLIMILRY TOOWXFA OR ANYTMRD
BE /.ow ETT FW C PMWISTHERE MEUMITEDLNI.YTOTHEFEEPNOFMSE MSME RED.
CONSTRLLMM
�C WMifLCSG F'VBl*mL MEET TIM
KV. � MENPMTOF THEAGREENFM WITH INED)) ACCEPTANCE CP THE ABDVE WNOEIONB NA
NW
OR
NOT
��RR1EyyS�A��PyBOF�IN���SOLE Illi RS01.2 DESIGN CRRERIA VALUE R301 21 WIND UMITATIONS:
ppE01� OR CONSIFIWEM� IEmainm SASICWINDSPEELD� 120 MPH DOORS SHOWNWITHFLOOR PLAND
M
VINYL R301.2.1.1 WIND DESIGN CRITERIA
SE IC CATAGORV
WEATHERING SEVERE THIS BUILDINGH BEEN DESIGNED
FROST—UNEDEPTH 3S'MIN. WITH THE FOLLOWING APPROVED
TERMITE PROBABILITY MOD/NEAVY REFERENCE FOR BASIC WIND
DECAY PROBABILITY MODERATE FEEDS OF 120 MPH(ENCLOSED
ESHIELD REQUIRED SU ESTE BUILDING):AFSPA WOOD FRAME
L
UMBER
+ CERTIC-!�^'!n,ti FLOOR HA2ARDB "" CONSTRUCT ON MANUAL WFCM).
DESIGN LIVE
COMPLY WiTHALL CODES OF I
LEAD C��IV l NON S G!R RWM 30 —o THISBUREGOIS INA EDOBORNE
STEP FODTIrvcs 36 DEO MM - / SLEEPING ROOM 30 LF380 iDE REGION.GlA2EDOPEN NGS
•• .�M.�./�/OF CERTIFICA7 qF n1 ,r,j i �� DECKS 40 LI360 ARE REQUIRED TO BE PROTECTED
NEW YORK STATS Q TO�VN�ODES— — — — — — — — — — — — — — — — — — — — — — ATTICSWITHSTORAGE 20 VNO AS PER THE REQUIREMENTS OF
AS REQUIRED AND CONO"'IC/II�S-yr — — — -�L — �L — — — — — � — — — � — — — — — — — — ( � GUARDS RAI ATTICS NO ORAGE 10 �OP I iR30/3.17 SEE SHEETAI
FCRCH FOOTING6 TO UNIDWAVATEO SOIL SOLDEI7 l%�JED IIV VI -. -�l STAIRS 4D LIJBD
SUPPLY i ""' -I JT R301.2.1./EXPOSURE CATEGORVS:
SOl11 mTOVaN§7IRONT ELEVATION EXCEEL v `,i LAD DEAD LOADS ME13SEDONACTUAL NORTH B SOUTH B
MATERIAL WEIGHTS OF ASSEMBLIES EAST B WEST B
ROOF SNOW LOAD AS PER ASCE 7 DWELLING IN SEISMICCATAGORVCIS
11MM'FF1FV ITLNmRY�j�J/ J IB PSF(D.Tx1)(1x1)-32 PEP EXEMPT FROM SEISMIC PROVISIONS
SOUMD100RK GEyEN PLUMBING
RYS.DEC ALL PLUMBING WASTE BUILDING AREAS: SQFT
&WATER Li NES NEED FIRST FLORLIVING 11,921
TESTING BEFORE COVERING TOTAL LIVING AREA i 1,921
GAGE AREA 582
CERTIFICATION OF I COVERED PORCH 168
NAILN(Ka i CONNECTIONS '!
/y
,,I' l((__ ��i. M1 APD�maM Bm�imvrr Ga.sE on nanhMlm6eMICXmI"IaI".
M}*I{ y /REaLMMG" LMro.n.mma.NM noormin.na ml.n.elml.r...mu»oaw.
a nwne mmnor"tlk em m am Nee a Fenpe or open m eemx vnik.
�w w w"mroR.N.rcanouwwskm RlmKae a wnw mlmN/
���I Y "ilk swag noa apenm SMN.epew InawwwMn SapN Dew
,IF-1 � � � paMenren eMn ntMwwMm aAMM e3pe ae.M✓PPrcn.
III���III -ham-
ALL OdN;�TRUCTION SHALL ��aeD Aqc
AST THE B ITS OF THE I5 c os SiJ
CIMS OFWNYMSTATE £ric Nicosia
Q �� "-A ARLIIIT£GT
414 T.Iep BBM,Su66 58.F 1 (631)9,N.Y.11777TTT
TBMphwm:(e31)926M58.fa(63,)626.6513
D.
RIGHT ELEVATION — — — — cc) , y° MAULER ,N.Y
—' — — — — —� — � — SOUTHOLD,N.Y
nMZONE NOTES d ELEVATION5-1
GOi�APLY WITH CHAPTER "46" DO NOT PROCEED VYITH Job#:040180 Scale: 1/8"=1'-0"
GOMP DAMAGE PREVENTION STORIII WATER RUNOFF FRAMING UNTIL SURVEY pWpITERS CERTjI►�AIE FOR CONSTRUCTION BY Date:sivoa By: E.N. Rev: —�
SOUTHOLD TOWN CODE.
pURS jW TO SECTION N OC OF FOUNDATION LOCATION "SED ZOUMAS HOMES ONLY
OF THE TOWN CODE. HAS BEEN APPROVED.
ELEVATION REFERENCE NOTES
AMA AppnoWd rwmEaa"addresses shall be provided for at neve buldings In win
a poWM air b m gainry vtoime rid laplob hrn th street«read fronting Ore plopery.
R813.5.1 Window and pass door assanbrow,shat be ardwrod In accordance with the
puOYeW manulacmlre(s rscOnnlnwendatioN t0 scids"1M design lamas specfled.
Mullions mail be tested by an approved tsateg laboratory. Maalmum mufllon
delbcal 1.1175,Mutons shat be capaels of resisting a bad of 1.5 fines the design
sT'^RTS pressure bade.
KREE4W LCLWR VENT aOGE vEM
R703.1 The saunter and envelope Mat ne wnalneta!in such a mann«w b prevent
Me accumubtlon of mar within the wall sssedby by Pwoling a wader resistive berdr
behetl th aaenor veneer es reRMred by Section R703,2.
12 R808.3 Vara clearance.A minkn con to a 1-Inch(25.4 mm)space elwat m provMad
® i2 between the Insulation and the red shwdlVp at Ne location of all wKN.
R901.Roof aswmblbs shat be Instated In accordance Will tts code and Me approved
mradachnels
installation instruc tons such that to roof awgdbly,shall serve to
Pond Ne busMng«structure.FmMagn MMI be inslalbd In sixi,a mannru to
pevera molsMa"ring NS velli through the pints In Uh caping,tiseugh melsmre
pemhaable national.M IraenMbns wit the red pbrro«other penMremm or changes
In slope.Roof coverings shat be apPOW In accordanwxiN In,applicable provisions of
this section and the manulachwer's installation Instructions,UntlerMymrM atoll
cmforrn wish ASTM D 228,Type I,or ASTM D 4889,Type I.Set-aMnring pogmr
modlfed bitumen Meat Matmmply wit ASTM D 1970. AspheB Minae MMl Mvw
well-seal strips or be Interlodmg,and canply win ASTM D 225«D 3182.Fairlawn,for
❑ aepnat Mintileshorn1 gabegatrenbua steel, rn 384 slant,alkardownpour
or copper Me,
oofing
natatWmwh 12 pane Mall waw a midmrn 3Beph Mnwtor heed,Where tl1e min
sheathing bloss Man 314 ell lyo A TM F1857.
spalt shiel"sen Ne
wh9attng.Fesbnare shat comply win ASTM Fpplie Asphalt%~.Mat have n am
fislenarepr MYgb.and
MYba WPlsdslangle 0dordishbM1psn pNb anti
1 m J
standingstnom Ne eaby era lappet 2 eMaa,msbmd agedolhwty, m hall a Pam.Eno
bps ahatmoBse,byrowM In areas where lin two lacer,of tadpraureln Janwyto
25d or less,an Ire borrow Met consists d a levet two flyers d undMaymentmmrentetl
bonnier«a•Bell-sand o polynmr Me set"',
et ',edge MSM,nMt ea ueatl in Inches comsatwaenaymeMIntl of Me buil Ne sevenedgeto apoet at bael24wiles
holds Nealderi«w 11 at Nebutmg..pplWwimera walks arentaut)edvi
high whoa Psetr Nan 110 mph swat's applbd wgw mFas en r slslsnlfwbnsn e
song thou vent mawverlap not ather p nMan 8I Inches
wns.Fasbnen re b'eapplied
inding for halt
shingles ghat campy will alba sackm.Be"andel cap doodlingFahat be insisted In
accordnce w,h msrnrtacWneh Installationestuctlons.Base flashing MW loo,of MNr
c«hoslon ,ent nam!,minhnm nomlnr0.0194nc,Niclnmgg.Cap flashing shat
— — — — — — — — — — st o be,neederesd
In ac nhbl c deknrh nonmed 's Insets tadmiw.Vasey linings
Mate instated a aoc«danm wish ilyMaduretb Installation eabucmi g'More
. _ _ _ _ — — — — — 1 — — — _ — _ _ _ IVPyIr, shagbw.Clowd V with,
,AST covered waw Mir Type ILII an bwkwg M Ina ply d
(914 ) de oi,Wiley
wit ASTMDM le Type 11«Type III erallbI, 38 incthe
(914 mm)wine«velby tnbg wmacn nt lyt a Immo t and 2 wovey W
REAR ELEVATION the lining M POMWtyAM�datoorrsadtle Eek 1970 nary ��nerey
greamr Naw 30 eines wide.Cricket or Middle cweMga shall be Meat natal«M the
coma materia!as Ne hod cvrNg.Sidawat fleshing.what be by the stop-MaNrg
mstgd.Other flashing against a vr"frpd wait as wet as sat Mack,vera pipe and
Mimney,flssntrg,ones se applied according to asphalt ohgb mrsaachuer's Girded
Instructions.
ELEVATION CONSTRUCTION NOTES
8ET CH48E Y OVFR
Ro«WRMN tis
ROOFING:aNAILS PERSHINGLEABERGL/SB ROOFING SHINGLES
AND P.CCESORIES-SEE CODE NOTESTES ABOVE.
® 1�2 ALUMINUM GUTTERS AND LEADERS TO SPLASH BLOCKS OR DRAINAGE AS
R
IDGEpHI7f�- REWIRED
TRIM:WHITE ALUMINUMRAKE TRIM: ON 2X8,SPACE FOR SIDING.
i FASCIA 2X8.CONTINUOUSS VENTED
TEE D VINVL SOFFITS.
SIDING:VINYL SIDING AND ACCESORIES,WINDOW/DOOR DRIPEDGE,FLASHINGS,
1 TAPED T'rVEK HOUSE WRAP.VINYL SIDING TO CONFORM TO ASTM D3879.
APPROVED U.L USTED FLUE CAP AND COLI-ER WITH SLOPED STAINLESS STEEL
CHASE CAP.
CHIMINYSIFLUES TO BE 3'-0" MINIMUM OVER ROOF AND 2'-0"MINIMUM HIGHER
�. ❑ THAN NEAREST STRUCTURE WITH IN 10-0".CRICKETS AND FLASHINGS AS
IL—J. REQUIRED IN R808.
BRED AqC
Q� �.r ' 0 Eric Nicosia
wA
ARU MILT
414 Mae BwatSuw 203,Pot Jatenen,N.Y.11777
L
if
Telephone(831)02"4615.Fax(831)92&9543
�9l 245 Q�
RIGHT ELEVATION MAILER RD.
N SOUTHOLD,N.Y
NOTES d ELEVATION5-2
Job#:040180 Scale: 1/8"=1'-0"
FOR CONSTRUCTION BY Date:6/1/04 By:E.N. Rev: A-2
ZOUMAS HOMES ONLY
FOUNDATION NOTES:
R323.1 M erase Sidled to Cray damaps and ase wood in coria VAN the ground ahall
' require the upot approved tommu,pieaervatively treated or decay-maw lumber.
R324.3.1 Treat but ands,rmNNas 6 dlAed holes In ecmrdancs YAM AWPA R324
Subterranean Mmes mMMM• p
.Temshields,PYMMm plervativey treated Mood In
S3'-/0' accordancev and AWPA attendants and mtartMbnpkWl wood.Chemical Sop
14'-0" 8'-0" a•-%' @-a• 1114" 2a4" beabpM may also be pspwy depending an ade ccndllbne.
— — — — — — — — — — — R401.3 Drainage.Surlea drainage shah be dNelted to d7mb or other,approved Point
- - IU Wcdbc MrX opn ahazard.Lots Md WprOWWSsmdmhV wweyfmm
14'4T 1@2" �I u 1%4Y'
1 'o foundatlonwaleamNMnunofSNn1 owbin01afirst10feetorewMe3e W
provided to enaun dMllape avNy Irorrl the eNrctiue.
IePJM - O R401.4.1 GeolednkN wWapm.In Ileo of F L Libido I ( �' R401.4.1 hm a Saari wese pe.Cornpri waluorsh the
— — — — - PXi fLUE — — — — g R I soup kul W removed Mlo.64,earkV valued In ncaMarme"wMh R401.4.euanetl.CompnWbb oshMtinp,
N UMED _
_ _ (0113�rX 11.]le•Lvt_ _ L — -- _ _ L- — — PKT A APU
TH�E FOLLOWIING CLASSES OF BEARING OF SOIL MATERIAL OPER NLOVUGW,GARE FOOT
SW,SP,SC,GM,GC.
Sam — r — — _ _ _ - _ _ _ _ _ _ _ _ _ _
�7- - -�s-+ - --� NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION.
IST
MT
(2)131P'X I I2113W'Xt1-iNlW L—, L � (2)1311"X t1-]N'LVL
0.1MRVL {w~. BEAM PNT
@'TMmH 3,0[O PBI AIR ENTRAWEO R4022 CgItleb.MSWWB used m proc!"conom s alto Me""red ahW conpy
CONCRETEON@x1@wix d 5'-0" e" wMh NaapWloablastandmdslleledm AC13lawASTMC1157.Re ngs"and
CONTINUOUS.I EOPG U.L LISTED BdIER WITHROT p
hnlallatim m W in mnfmltrme wNr AG 319.Anolwr bora m W Immnlormaltm MIN
p LING RSTECTIO rj
O FOOTINGS ON G\4,OP,EW,BP CEILINOPROTEC U.L IN O 6,.. I ASTM 907.
' I b A68UMED SOIL TYPES CONFORMANCE WITH=LUSTING ® 6 m
S COIMUMNCRETE
CONCRETE COMENT FOUNDATION
O SSIVE NDATSTRENGTH:3AE0IOR PSI WALLS,DAYS.
`A !P� CONCRETEATSAMID GAR GE SLABS
LIS,EX TERM ED.IN
B SEMENT 5 VI I w a CONFORMANCE
WITH
GARAGE SLABSIS TO HAIR WALLS
SLABS
k d CONFORMANCE WITH ACI318.NOMINAL SLUMP:WALLS 8,SLABS S.
<'THICK 3000 PSI 1. aIABON SANG )
BABE OR BUBGRADE d r
R403 Cononew,b Fmtlnps and a T-Tsupporloci onnamn.undisturbedwWald,nWrol$ous.AM e#loor
9'.11^ @-11" I— — fmtlnps Mtep W Wiles Be bambom,mNimun below requirements
The top wRece M maSnpe
@-11" "-' 6 MandW lsvel.with
R40 m elevaWp and Nasem slope rogolremelM ahetl W in
9'-11^ S'-11" @41" mnfalmanm wAh R103.
-'BEAM R(i T t r '.i J_ r 1• BGMA
R40/.1Cancrem Foundation Wena ehel be coptrurtatl as eel mon N section R404 and
ACI 91S.Sw1d111shall not be placed yaiWt Ne MyI Y1MI Me vend lrp auRlded abnpN
(� J 6 and has been entlwnE u bre Mu above or mqu been web Supporting
Graced m prevpt
7 DIA I 1-M
LYLG`RCER ON lei F1 r Y
ase- 3"DIA STEEL LOLUMN60N S til t3R I M � T4" OId��WI Md�bikfl R�1�p911q�I D17ror web euPParMng leve Nan4(pt
Ie0 2fl•Xr� W'4'P.C.FOOTINGS `. nape.AortandgayMBR1 enet required
m I I V 6 — — — — — — — entaled In Table
— — — 'n Modeling mSrde Ucclalbtl SaAIGauMah'mWnds �"nd oraaralpmrN mlXWre sopa
j 6 $ o I T', RM5.1.Other sols rpuiro rehire Male In caMamence with R 4051 aroundm
6 : b
concretefor balm gridetloM NM Mein pnhand endoas hebdsble ausebb
Ev ® OONNECCINJOO TO4XIS TO PH @ I 9aLw Iaaated WSW grade.
,g S� LEDGER BOLTED ro RIM BOMD wrtH RMS.1 Foundation CYnppmofing.Except M11e1eregWledm Weudeproofed by Section
_ fadA c iV.u BOLTS a R4W./62,fanCapao waft Van Mapl sand and anGoae Wbpable or usable sparws
d WASHERS 11T 0 CC STAOBER ` I bee dbelow prate"W deorppfOpNd from Ne top of Ne fooling;m and SNOW
VSRTICALd Wed,by appying on•of Ste llaled dsmpproo"aMatugoo ift maWlMe Rated in
Sactlm 1141 areas when a hip water table or order severe aoM-water oondadne
m 12-4B" 8'-0' 2014"! 21'4• 9 Sm blown to MdsL atlMor f md@Wn wage NM Minn wirth and enclose MDMable or
usable epacp located Wow,grade shell W wabmroofed M per R405.2
PPT IEDOER H — L ae O.C. — — I I R407 SMel mluntomi surfam(Intoe and ouWde)of a"wWmns MW W qK"a
L-
Mop mat of rueHnMbpM POK except la cwrvMaHreMetalll and mated 9".
— —14,4° — — —.J — rice wT LEDGER Approved manufactured mrtoebn-nelsten4 mated steel coluau WN top bearing Fuels
"I W bolted to the girder and Na bottom wird era adjustable N 8 on be rkV PMW
W�Sct.Taaroc. § O O tl ( I embattled N the conaale Mab.
tt I I ;a 8.5"MIN.WIDTH FOR TRIPLE
m a rn 13'-5" sal I /PLY LVL GIRDER-SEE PLAN
m = �J— — CA I UNEXCAVATED ( 1" 3" DECK POCKET
cDL CAP ON 4X4 ccA o"ca aASE I, 2-2xla CCA I `+
14 ON 17MIN DIAP.C.FOOTINGS TO 2-Dita cC/. - >- - - - - - - - JI 14 I
SAME MAC:I-THICK S3,000 AND
AIR = 91a"DEEP
UNEXCAVATED SOIL - - - ' NI § A EMRNNED PC.SLIBON BAND BASE OR e Y
jam: A I sUBMATC &A elm OVF WELEJIWIRE MESN - LVL POCKET
PITCH SLAB TOOVERHEADDOORS I : 10Irz DEEP CV3 .
P
AIRSPACE
WLTSA iIt GIRDERS THRID FOOTING S:CJ)5'B'ONY
90LT(M) MRIET THRUORDERS)CNIT4X1PPT H s I 3'MINIMUM BEARING STEEL HI SOLID
POST(M) MORE THPN I'LONG)8112 MIN.0IA PC. $LATE SHIMS
fLOTkIGB WLTHPMPOSTBASEANDiWHORBOLT
— — — — — — — — — — — — I R502.61 BP2 I TWO PLY BEAM POCKET
21'-0' 27-8" Ep ggCy 5P3 THREE PLY BEAM POCKET
88'-T \y �\4 irrOiPj �T
eric Nicosia
a
ANCHOR BOLTS TO BE APf HITECT
WRHIN 8"-12"OF SILL PLATE Or I1 '1 414 Main Blr•el.@uMs 203,Pat Jell•mon,N.Y.11T]]
LIST OF ABBREVIATIONS
ENDS OR SPLICES @'CENTERLINE AT - If
INTERIORy�-
APPROX. APPROXIMATE nHAND BOLTS V� TaMplrone:(831)BPB-4490.Fu(pt)e28-p513
APA AMERICAN PLYWOOD ASSOCIATION < TFOUNDATPOIN
❑ � Z4 5
BP BEAM POCKET - `m •
CO NMOIOADEDETECTOR MAILER RD.
C.M.U. CEMENT RYUNDS y SILL
Y sLorEDsouaRE SOUTHOLD, N.Y
VJ DESIGN PRESSURE RATING THREADED
ASTM 307 GRADE BO D
FJ,CJ,RR FL JOIST,CEILM6JOIST.ROOF RAFTER AT4&'OE.WITHN TS AND
T' NTERLT WASHER - FOUNDATION PLAN
PC POURED RETE AT4@'O.C.WITH NUTS PND NTERLINEPPT PRESSUREPERSERVATNETREATEDWOOD 3"X3"X 1R"SLOTEDSQUARE TOCORNERJob#:040i80 Scale: l/$"=1'-0"U.L UN RWRRERSLABORATORY WASHERS(SIMPSON LSPSIR. LT EDGE AONCENTERSPACING WALL FOR CONSTRUCTION BYTYPICAL Date:B/1/04 By: E.N. Rev: l"l-3
P ZOUMAS HOMES ONLY
:INTEROR MINUS
cerecTOR R403.t 5/8"ANCHOR BOLT 48"O.C. R403.1X CORNER BOLTS
-.PLUS OR MINUS
FRAMING NOTES
R1w GL LISTED MANUFACTURED FREPUCE ALL FRAMING LUMBER TO E DOUGLAS FIR-LARCH 02.PRESSURE
AND FLUE WITH GINC CONFODOORS RMANCE WITH
MRINUET, PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE#2.
.
PRODUCT
NT USTIN IN N WME ETIo W RH
PRODUCT IN CHAS NON COORS AND
C
PREaTOP W CHASE AT FLooae AND CEILIN09. gB-2" TYPICAL HEADER SIZE IS TOE 24X,0 MINIMUM UNLESS NOTED
NO HOLES ALOWED IN LVLS OR ANY HEADER/GIRDER.NOTCHING AND
1/'-0' B'$" 5'%' B'-0• 114" 211'4" Td• BORING OF SOLID SAWN JOISTS ARE TO E IN CONFORMANCE WITH
APPA WFCM.
cTNxo3046 MULL
DOUBLE TN3048 TW20/e _ DBLE FJ UNDER TUE,HEARTHS AND AT FRAMING OPENINGS.SOLID
i — — — BLOCIONG UNDER NON LOAD BEARING PARTITIONS.1 JOISTS TO
p g-g+ 8,g. 4• 5'$" 5'$" 4• T-T ' WX10 T-T CONFORM TO MANUFACTURERS I INSTRUCTIONS.
JOISTSRiAFfER SHALL BE LOCATED DIRECTLY OVER TOP PLATES.
TW3M 47
TW3018 S-1"RATEM 1b-T�-PLATE XEIOM — < 14'4" 5'-0"
8088 4" LCB RR 1e'oc SOLID BLOCWNG/SOLID WEB STIFFINERS AT ALL SUPPORTS.DIAPHRAM
` } I pl 111/4^NAt/A"Lvt FRESH 2MRR14OC CLOSET 4 BLOCKING AS INDICATED.NAILER FOR GYPSUM BOARD CEILINGS AS
qqAR VENT I L (x11.3•a•x91M LVl m REQUIRED.FIRE/ORAFTSTOP CHASES AND PORCHS.
m FIi
TR-30M TRa0x0�
TN3052 d W TW3052 F+\ LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS:
E V CEILING E=2,000,000 Pei,FID-28W pal,FY=285 pN
14<10 24x10 " DINING § MASTER �' , LVLS TO HAVE MINIMUM OF 3"BEARING.NO HOLES ALLOWED IN LVLS.
4• ,rwsusR tl!
3'-T- CENTER IN ROOM 3'-7 BDRM
U S ff O �; DOUBLE AND TRIPLE MEMBER LVLS ARE TO E FASTENED TOGETHER
0 g NAILS 17 D.C. OR 14-11WITH A MINIMUM OF 2 ROWS
MEMBERS.SEE 1MANUFACTUTROWS
RS led
G J
BEDROOM 2 j = ! F 3 INSTRUCTIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF
e'CEILING
EBB 'A SIDE LOADED MULTI-PLY BEAMS.
b LIVINGeG3tN
I MASTER
HTERO $ CONNECT
JOISTS TO FLUSH HEADERS,GIRDERS STEEL
L FRAMING
,34" " $ HANGERS,AS PER MANUFACTURERSINSTRUCTIONS.
g
p R < XS REF ® CA" rc A 33 SEE LOAD PATHISECTION SHEET FOR ADDITIONAL ROOF STRAPS,
2988 e 8 HEADER AND SILL STRAPS HOEDOWNS,SHEAR WALLS,ETC.
N e O y KITCHEN b oO NAILIN SCHEDULE-MIN . AFSPA WFCM RFERENCE
/� m RUSH 12%10 CJ HEADER m
_ Reo> � 5' NOT INCLUDING UPLIFTS HOEDOWN CONNECTIONS.
1T4T R Y$ hi C e LOCATION CommM Nails-
ay 8'-2• x-xz,o FLusH c/HEAOER x-u10 FLusH CI HEnnEa ,�33 pNAIIS NAIL SPACING
4Z�-
M70 3 DN -lawtn N ROOF/CEILING
Rbo&V Shingles 8 rodag nags Per Mingle
Structural Sheammg.IntriorZone ad e"ox edge,IT D.C.held
1" -10' S7111dwNSheaftg-4'PrBdMrZona 8d S"O.0 odge,,7'Do.flean x888120 mph-ShWW&W R PrNNler Zone W To.E odge,e'o.O iWd
LABELSSELFCBEDROOMS o 'DUMMY' Y z 2888 DOORD5EIF CLOBINa RITE Sheeming®Flwh era Frying gables Bbl e"o.c edge.4-No.Bead
e'cEIUNG Imo SMS.E—VS CLo9Ei DOOR RaftnT120 mph-®FlU(taMsao geDlee Bbl 4°Onallor , 4'o.c.fleagym \ Aeon. I pj ¢ Cal"ioPPWe(ilotsl d 38d Perrone' ENTRY $ M WOOADeuMJdevta+Plw(msnanea) Sed perlaMCON JoMtlPam Ml RaMr(Iew-nelad) 319ELAUNDRY CaANg Joist Lap W PrtltlOn boo-rwibd) 3.18d «M lwMC TYPE x GYPSUM GOAD ON WALLS. EOBrTbmRMIM(faeeRWMtl) z-10tl grtls 3-f0d nq®120 mph zonae
DINING CEN.INGAN09EAMBNSIDE FACE OFx RW(ing 0RSR lfM nwiftd) 2-tee wool,won antl\ N GYPSUM BOMOON INSIDE FALE OF HOUSE Ron(fag m)0 Rall ag-giMd) 2-Bd ,M ra11'-0" 9'$" 12'$" 8" D �', T$• F WALLIDX]INING GARAGE.
WNr ' I
Gypsum m BO -Calling Solcod T'o,c.edge,f Vo...flea
WALL
1e'8L' 2
30SO a^aL IN / GARAGE Gypsum Board-WON Sd Cbd Tb.c edge,I Woo.Sea
a (2)1.Y4'X&la'LW a RR BEi INIS N (2114'4^%8-,T LVL Ix-Dt10 4^THICKa,00o PaI NR ENTRAINED P.c. Structural SMaaNr¢ ad S'o.c edge,1 Zoo.flea
BUBID 1VIOWSEOR IRE MESH
1 . TOP PIM m TOP Plate QaCSOMIed) 2-1811 gf and
TW304B TW3049 TW3048 TW90/e TW289e T WITH DM twtO wElEO WIE MESH,
Top MIlMerodbne lagXlalMd 24'0 . sae
m PRCX FLUB TO OVERXEM OOORB p q ( ) 41911
4' 8'-8"— 8'-8• —'^ � 4'-3" � 4'-3• K �-1' � 3'4T 1'-0" , � 3'- 1" 3'-1-111 5 (1E RC eWeO (YaaeHWIM) 2-184 24'ox.
I �—xxn RR,s'oc AwueT NIC S �� roprBonam wabmamd(aiaMIGIrders )naiq ,ed wr plp9•o.a ebng sdpa3
145W'PM TOP RAIL ON xx4PM MARE PORCH 4 4 \G O �'
WITH 04 PPT POSTS THRU DECK B IAM V4CTATOC m OVERHANG //ww �y a(�
OC.2x2 PPT NEWEL POSTS,f'MPJ( 9 b4"XB`pEC1UNp TO MATCH "� V Bottom
PMleoor JONVRIm to Stud letl) 2-10d par
PM our xxe CJ 1#'a Botlom PWem Floor JOMBRW 2-led
OPENING BETWEEN NEWELS BOFRTB pxfoot
\ — 210 HWt- — _ FLOOR:
YXY PRIMED AND PAINED $ \ y w - Structural TGG SWMOw-Owed& ed 8"OA edge.12"o.E1Wd.
M PORCH POST WITH UKIFT pAOourlai,o,bn.rvs I� - (me-tilled) 4$d brost
CONNECTIONTDPAVD BOTTOM ' 2IG CRT IB'OC Joist
moJoisWttoe-n iMd) 2$d each Na
WITIH R GABLE
WITX ROOF SKIRT 2X8 RR IV 8bd01g m Joe Slit"Top
pPlate 2-ed each Mc
PPT STEP 2 CT,e^DD (n Ledger mST SUM(f
e W naYed) 378d eactlblWc
72.10" xxe G t9 o c amorm BncK OQ Joist o Ship Ledger
Su oom(to Ie 3-,94 NMJdn
ANO BTRKTO mDr3E tB'a JaMMLato JOIN
TO Sem(fled) ) 3411 gr)OMt
221.0" — — T y Band Joist to Jd PIM,(l -nal 3-1ed per)OW
TOIJOMETKCLOTHBw2TER EDOINUSINSTAUTWL P xZK10 bA1p N Balm JOINmSAVP 919(mFne MtlJ 2-16d gr1O01
TOExTERIORIEWI HRIPER,IFffiTALLEDR
CONUFMTTU CE S INST UATION
INSIMU CTORERB INBTALLANIXI _ _ �WyyidAg — _ _ —TW3g49 - IJOISTS IF APPLICABLE TO E IN CONFORMANCE WITH MANUF.INSTRUCTIONS
(AA INSrIaDno9s AND oETULS
TIE
A e•4r iD-B• 8'd' WIwITHROOFROOF
SKIM F�/ric Nicosia
-2" WIAITeCT
WMTT^a/8 MEBNOau AB ANDERSEN40p66aEa TILTTl WITXLOINEGUIWWIVEReYALLgUANTRIEa 414 M®n Stmet,Sdle 203,PM JaflMM,N.Y.1,Tx2
RCIDN OPENINGS,PEKING a,TEMPEREp GL433 LCLATIONS BFFIXVE ORCERING WIWDlSIGN PRRBAND
BEFORE-RAILING OPENINGS.EMERIDR DOOR AfiBEMBLlEB ME TO HAVER MINIMUM Cf81GN PREeSIIRE TMsphwM:(931)9284458.FR(e31)92385,13
RATING=CP3p. in
WIND BORNE DEBRIS PROTECTION
Arms MB,n numwnat m.pWo*INN. IN aSow moan each M.rIM..T.i.N.MMCT..,,SPM]M 1,O mIM pxlwry area,,w (— MAILER RD.
3 ] RLYWOOD ACCESS:I:22"="
FRTRIPED 3N"
r,MneM IMM.WaapeM NMW bwp,eM,Mnl2omNwggt M"lwnpl¢MLIE PwMw,SamvXn„wn.merM alm,RP.nsM A PLYWOOD HATCSS:WEATHFRAMED OPENING SOUTHOLD,N.Y
PM.dbn MxlPdN,n.,.dMABMI meelW�aRUIIMMeawm.LMpefWa. NABTMEI .WMO WITH DOUBLE CJ1 AND FRAMING HANGERS
MdM.IM ..Nam am Ndw..MTNBM,.M.m�mMM„wPP. pmMdb bw.. �w FIRST FLOOR PLAN
Mad es"E2rwMWBMA MP.,neuaIMbnOMPwMr RUMeraItha ewognpnwMpm.wW MMdWWnNMgMbha4tRMaaIMPaM in MASMVamnoi weime
M wPOrbI,MPft Code
MM-1?eBBCREW38OC(12-OC F-MELlaOVFA6bw
Job#:040180 Scale: 1/8"=1-0"
SMfTTERB BMPLL aE IN CONFORYMICE W RHAMERICNJ PLYWOOD ABBOCIATpNa DEMGN M-&iUiTER6 FOR WOOD FRPME BURDIN08
FOR CONSTRUCTION BY Date:6/1/04 By:E.N. Rev: -4
ZOUMAS HOMES ONLY
ENERGYREPORT:
COMpllanm U det IMI&I by use of The USDOE sollwere approved by Me secretary of
1%10 RIOrf LI YWQ PORCH ROOF OVER C ,The gement Provisions of Me New York State Energy Conservation Construction
mOGE EM
Chapter 5,Sectlom 502,503,5011 aM 505,ahW be mK
s MECclack Compliance Report
New York Sees Energy Conservation Corwhidon Code
MECcterk Software Version 3.5 Release 1a
COUNTY Sunda.HDD5750,TYPE:Detected 1 Famgy,HEATING:Non-Electric
COMPLIANCE:Pauses
12 Maximum UA•-378
775 AT PORCH 12 INDIRECT VENT Prgsct UA • 350 Gross Glazing
RIDGE HEwrrt VENTING TO BE IN CONFORMANCE 7.4%Better The Code Area or Cavity Cont cr Door
Rao IN&A- 775 MATCH PORCH WITH CHAPTER 31-VENTS 3"MIN.VENTS THRU ROOF Pednleer R-Vak a R-Value U-Factor UA
RInOE HaIGHT Gelling 1:Fiat Cabg. 1810 30.0 0.0 87
IFIV Gelling 2:CaMedral Casing 100 18.0 0.0 05
L;-1.5" �—t.D' WASHER
Rao maul. 1�-1.5" 1.25" WW 1: 1:A Anderson
l8"o.c. 1882 13.0 0.0 112
STANDPIPE
WC 126" 3 WC LAV 2" DW =" Windpw l:Andersen LowE 238 0.340 81
R-13INBUL. 13" LAV 2B— LB" LT7Y Door 1:Andersen Loa E 42 0.340 14
SHOWER SINK Door2:SCXb,par8e plating 35 0.220 8
a T 1.5" TUB TUB is 2" 2" 3^ 7 V SINK Floor 1:Wood Joists 1921 19.0 0.0 83
RRBE UNOPMTITION Boller 1:82 AFUE
'° TUB BATH 4 FIXTURE BATH KITCHEN WASHER COMPLIANCE STATEMENT:TM
enerst is
S FURORE UNITS
5 FIXTURE UNITS 3 FLXTURE UNITS 1 FIMLRE I.NITS FRESH w Bleem will Me bugdkg pane,epxJ8ce8oM,,anti a l ulatimss ubProposed trusting repawaresI M he mMed wtih
1 r3,WASTE AIR IN Me,perms tate Energy
a mppoaed Construction
Mve been designed a meat Ms
4"NOOSE DRAIN New Yom See Energy Caearvatlan Cenetructlon Coda rpukemants.
CLEAN OUTS AS REQUIRED
BY SECTION P303005.2 HOUSE TRAP ARCHITECTS SEAL,SIGNATURE AND DATE IN TITLE BLOCK
t/�\
wuAfiH
fgOAeH %0CMIN R-301NSUL. 10 APPROVED COPPER 4"CAST IRON SLOPED TO / ENERGY NOTES:
BLOCNINGM PEER K OM
I4R IJOIBT XTAas PER IJOIai GEraLa SUPPLY LINES APPROVED SANITARY SYSTEM Gelling 1:Flat Doig R-X0 aevgy inselation.Ventilation battles.
§ PLUMBING RISER DIAGRAM Coding 2:CathedralCalling,R-19.Dcavity im.alalwn.Ventilation baMes.
m SCHEMATIC-NO SCALE Wel 1:Wood Frame,18"o.a.,R-13.0 cavity seWWen
WbdpwGass. a0.340:Anc34O. ndem Low EGtsdng.
Door 1:SdW. LLects.0346Andemn Dr.
Doom: lour U ood 0.220:Over
Unc Der oned r
Fbors:Floor t:WooO Ja1R Over Ummndtloretl Space,R-30.0 meily insulation
` HVAC Equipmem,Installed In mnfornlennce with Section 503,Boer.32 AFUE MIN.
SECTION A-A Air Leakage:502.1.4Jelma,penetrations,and WoMer such epenags In db wicng
envelope Mat are murcse o air leakage III be sealed au specified In 502.1.4.2.
Recesead lights must be Type IC reed erd Managed with no penetra ons sealed or
geWoM to prevent air Iaal'a9Nnlo Me unH>maltimd speee.Vapor RetaNere M
on Mewwrrr HWinler eke of aMlmHvemsd cetiings,wWs a Roos.1.0 prrn m .
SCALE: 11/8"=1'-01' Matedule ldemMmticn:MaedW andegWpnera moat W ldentlRed so Mat Compliance
Can m dslamSMd and mull be inWlled In amodenm wall tie manufacture's
Malallsllan In rniclons and coda Duct hY9tstlpn to w to I whhSectlm 503
ROOF RAFTERS TO Firepxaa moat be hddsd wall Bold Mtlrg iron-mmbutlds"Place doom
RAFTERS AT RIDGE and moat be pnovkled with a sauce of mmbmtlon as.as IegWnd by tie bWMing
TYPICAL CONSTRUCTION ASSEMBLIES code Service Water Heading to be Installed In mmormarlm wit,Section Sat.Insulae
OUTLOOK/FLYING GABLES IF PROVIDED: 4Ed COMMON NAILS IN EACH ROOF CONSTRUCTION: circulating Iwte ter pipes a the Rivals In TWle I.Hlatsg and Cooling Piping
NAIL ROOF SHEATHING WTH BD NAILS 4"O.C. END OF 1-1/4"X20 Ga.STRAP 18" Inaulaldn to canfomn well Section 503'
-0"
TO 41FROM GABLE END.USE HT7/RT7 O.0 OR 2X4 COLLAR TIES IN SHINGLES:8 NAILS PER SHINGLE,ASPHALT ROOFING INSTALLATION IN
HOLDOWN AT 2X8 LADDER FRAMING IB"O.C. UPPER 1/3 OF ROOF I8"O.C. \ CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE `PED A/�L,L-
WITH APPROVED UNOERLAYMENT,FLASHINGS,ACCESORIES �` NIC
BALLOON FRAME ALL GABLE END WALLS — 5
OR BLOCK/BRACE GABLE ENDS TO 10'INT ROOF RAFTERS TO STUDS 2X12 RIDGE BOARD AT 2X10 RR SHEATHING',7/18"APA RATED PLYWOOD,W NAILS AS PER NAILING SCHEDULE. �\ (G�\G
CEILING DIAPHRAM OR PORCH GIRDEROR RIDGE BEAM PER PLAN ALLUMINUM GUTTER AND LEADERS ON 2X8"FASCIA BOARDS
4-ed COMMON NAILS IN EACHRIDGE CAP SHINGLES ON WITH CONTINUOUS VENTED SOFFITS
Ci NT
END OF I-1/{"X20 Ge.STRAP-OR RR CONUOUS RIDGEVENT WALL CONSTRUCTION: � It ;I
-USP RT10 OR SIMPSON LTV 8
-NAILS PER MANUFACTURER. VINYLSIDING WITH �) y^
JOIMANINDOWIDOORTDOORTAPE ON 7/18^APA RATED STRUCTURAL SHEATHING J^
CONNECT RAFTER TO PLATES �ON STUDS IB"O.C.SIDING TO BE INSTALLED IN CONFORMANCE WITH R704.5 ^9 7 OQ
AND PLATES TO STUDS WHERE
NOT ALIGINED WITH WALLICEILING BOARD:I2"MIN.GYPSUM BOARD TAPED 3 COATS SPACKLE. OF E
F—ROOF TO HEADER HOLDOWNS IS-O.C. FOR CON RUCTION BY
WINDOW/DOOR HEADER STRAP AT PBA HEADER TO COLUMN GAP ZOUMAS HOMES ONLY
EACH JACK STUD:1-1M"X 20 GA STUDS TO BAND JOIST I GUARDS AND APPROVED HANDRAILS SEE PLAN NOTES
STRAP WITH(4)Ed NAILS EACH END AND FOUNDATION PPT DECKGIRDER/FOUNDATION. SEE PLAN NOTES
AND USP MP4F OR SIMPSON LTP4 4.8d COMMON NAILS IN EACH END OF M COLUMN BOLTED THRU DECKJOIST
PLATE AT SILL TO BAND JOIST. to 1-1/4"X 20 Ga.STRAP IW O.C.,WRAPDDR 9rrTaG xvwaoo
UNDER SILL OR USE USP MP4F OR ,Vater NNL .q.W n 2XI HOEDOWN CLEAT IT OC, ric Nicosia
SIMPSON LTP4 PLATE 3T O.C. FJ WRIT£GT
R BOLTED CONNECTION-SEE PIAN NOTES
Zvi
5/B"ANCHOR BOLTS 48"O.C.VV17H \fro RIM
'� COLUMN BASEMOLOOWN:SIMPSON P84 Tao Main SVael,8Ws 209,Fort Jefferson,N.Y.11T7]
3"X3"SLOTED SQUARE WASHERS- SLOCIUNG TO 1R"ANCHOR BOLT IaPharle:(83,)928+458.Fos:(831)928-9549
FF \USPASIMPSON LBPS 5/8' eOLTeO SILL
ONTERMIT SHIELD
ANC PRESSURE PRESERDONLY TREATED SILL ON SILL . MAILER RD.
STRAFING TO BE GALVANIZED ASTM GRADE 33 MIN. �: ON TERMITE SHIELD ANCHOR BOLTS AND HOEDOWNS PER FOUNDATION PLAN.
POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS,KEYED FOOTINGS SOUTHOLD,N.Y
TYPICALUPLIFTCONNECTIONS BEARING ONUNDISTURBED SOIL,SEE FOUNDATION PLAN FORWALLF00TING SEGTION/RISER/ENERGY
SIZES AND REBAR/ANCHOR BOLT INFORMATION
SCALE: 3/8"=1'-9' DAMPROOFING OR WATERPROOFING AS REQUIRED BY R408. JOb#:040180 .Scale: 1/I
DRAINAGE SYSTEM IF REQUIRED BY SOIL CONDITIONS,
TYPICAL CONSTRUCTION SECTION 4"P.C.SLAB.OPTIONAL VAPOR RETARDER ON COMPACTED SAND Date:6/1/04 By: E.N. Rev: -5
SCALE: 1/811=1'-01'