HomeMy WebLinkAbout33589-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-33499 Rte: 01/21/09
T~IS CERTIFIES that the building NEW DWELLING
Location of Property: 405 ARSHAMOMAQUE AVE SOUTHOLD
(HOUSE NO.) (STREET) (HAMLET)
Co~ty Ta~ b~ap No. 473889 Section 56 Block 2 Lot 16
Subdivision Filed Map NO. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated NOVEMBER 26, 2007 pursuant to which
Building Pe~it NO. 33589-Z dated DECEMBER 17, 2007
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 REAR DECK AND SIDE ENTRY DECK AS APPLIED FOR.
The certificate is issued to KATHRYN G JACOBS
(OWNER)
of the aforesaid building.
SOF~OI~KCOI]Iq~YDBPAR~ OF ~%L~"~AimI~OV~L R10-07-0061
~t-£~IfJ~5 U~rlFICA~NO. 4015732
PLIERS CERTIFICATION D~£~ 12/23/08 GEORGE FREDRICKS
12/16/08
11/19/0s
~Au~ r~i z ed~ignat ure
Rev. 1/81
B/.OG, D£PT
· . )'OWN. OF SOUTHO. LO
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
'LICATION FOR CERTIFICATE OF OCCUPANCY
~y 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. ~Zor 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.
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 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 Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
New Construction:
Location of Property:
Old or Pre-existing Building: (check one)
House No.
Owner or Owners of Property: [< ,~ Tt, t ~/~'
Suffolk County Tax Map No 1000, Section 0 ~ ~
Subdivision ~ Eix¢ c~o~rO ~'v'~e9
Permit No. ~ ~0 ,.~3 fie ~]
Health Dept. Approvlaf:/'o{°s
Street Hamlet
Block 00o~. Lot
Filed Map. I ~/'9,~ Lot:
DateofPermit. I 2-t 9- ~c>~Applicant: [(~TI4(~/,~ (~
~tO-o'~-oor~i Underwriters Approval: ~ O16~-r~5
Planning Board Approval:
Request for: Temporary Certificate
Fee Submitted: $
Final Certificate:
(check one)
Applicant ~l~nature
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southokl, New York 11971 0959
Telephone (631 ) 765-1802
Fax (631 ) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Building Permit No. ~ P
~lcase print)
(~ease print)
Date:
lead.
Sworn to befbre me this ~(~
day of "~2t?'~/0e~ , 20 O ~
Notary Public,
I certify that the solder used in the water supply system contains less than 2/10 of 1%
·(Plumbcrs Szgnaturc)
County
ElY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET ~ NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of upon premises owned by
PUMILLO ELEC. KATHRYN JACOBS
210 PAT LN 405 ARHAMOMAQUE AVE
MATTITUCK, NY 11952-1354, SOUTHOLD, NY 11971
Located
at
405 ARSHAMOMAQUE AVE SOUTHOLD, NY 11971
Application Number: 4015732 Certificate Number: 4015732
Section: Block: Lot: Building Permit: 405 BDC: ns11
Described as a Residential occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Basement, First Floor, Outside,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or standard
the State of New York, Department of State Code Enforcement and Administration, or other
promulgated
by
authority having jurisdiction, and found to be in compliance therewith on the 19th Day of November, 2008.
Name QTY Rate Rating Circuits Two
Additi°nalCharges
mfg PLEASANT VALLEY serial #30826
new modular house
NYS APPROVAL #19~t3088
Appliances and Accessories
Furnace 1 0 Gas
Service
Service Disconnect: 0 200 cb
ServicelPhase3w Service
Rating200Amperes
Wiring And Devices
Fixture 5 0 Incandescent
Receptacle 2 0 GFCI
Switch 4 0 Gen, Purpose
seal
1 of 1
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PEIAMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 33589 Z Date DECEMBER 17, 2007
Permission is hereby granted to:
KATHRYN G JACOBS
4500 DEEP HOLE DR
MATTITUCK,NY 11952
for :
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER
SCHD, DEC & TRUSTEES AS APPLIED FOR
at premises located at
County Tax Map No. 473889 Section 056
pursuant to application dated NOVEMBER
Building Inspector to expire on JUNE
Fee $ 996.00
405 ARSHAJ~OMAQUE AVE SOUTHOLD
Block 0002 Lot NO. 016
26, 2007 and approved by the
17, 2009.
ORIGINAL
Rev. 5/8/02
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] ROUGH PLBG.
[ ] IN/SULATION
[ ~"~NAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
[ ] FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ]FIRE RESISTANT CONSTRUCTION
REMARKS:
DATE ~::
TOWN OF SOUTHOLD BUILDING DEPT,
765-1802
INSPECTION
[ ]FOUNDATION 1ST [ ]ROUGH PLBG.
[ ]FO~ID~.?,J~ [ ] INSULATION
[//]~FRAMIN~/~ [ ] FINAL
[ ] FIREPLACE &"~,HMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1ST
~X~FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ]FIRE RESISTANT CONSTRUCTION
REMARKS:
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT PENETRATION
TOWN OF so~DING DEPT.
INSPECTION,
~ ~FOUNDATION 1ST [ ]ROUGH PLBG
[/~ FOUNDATION 2ND [ ]INSULATION
~J~,>~f[ ] FRAMING/STRAPPING [ ] FINAL
~1/~ [ ] FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION
~ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
~ REMARKS:
DATE, ., .,_ INSP, E~C'OR~' ~
FI~LD I~.,SPEC~ION REPORT I DATE
FO~ATION (1ST) ~-0
PL~G
........
~S~ATION PER N. Y.
STATE ENERGY CODE
..
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying'?
TOWlq HALL Board of Health
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown. NorthFork.net
PERMIT
Examined ,20
Approved
Disapproved a/c
Expiration ,20
Buildi
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Storm-Water Assessment Form
Contact:
APPLICATION FOR BUILDING PERMIT
Date
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
~ignature/6f a~t~cant or name, ifa corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises t< PI T['I ~""(00 ~"/q C 6> ~
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section
Subdivision
(Name)
Block O2,0t5' Lot OiO,,000
Filed Map No. J ~ Q ~L Lot
2. State existing use and occupancy of premises and intended use and ~ccupancy of proposed constructi,~n:
a. Existing use and occupancy
3. Nature of work (check which applicable): New Building_ ¢ Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost 4 ~ ~,. ,~tgO0 Fee
(To be paid on filing this ~tpplication)
5. If dwelling, number of dwelling units I Number of dwelling units on each floor r' [4
If garage, number of cars tJ ]~
Intended use and occupancy
(Description)
If business, commercial or mixed occupancy, specify nature and extent of each type of use. pO { ¢1
/
Dimensions of existing structures, if any: Front Id/A
Height. Number of Stories
Rear _Depth
Dimensions_ of same structure with alterations or additions: Front
Depth ,.. Height. Number of Stories
8. Dimensions of entire new construction: Front ~r] ,~] ~ Rear ~["~°q~
Height ~ O ~ Number of Stories 2,.
9. Size oflot: Front r~3~g'9~ Rear t~'~,30~ Depth 33'?,f'/~
10. DateofPurchase ~.-[~-'-Iqqq Name ofFormer Owner ~ot4~o ~, tO;~/<Ce5
.Rear
Depth
11. Zone or use district in which premises are situated 0, o~':,¢~.o7;kC
12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO J
13. Will lot be re-graded? YES NO ~/ Will excess fill be removed from premises? YES__ NO ~/
14. Names of Owner ofpremises~hTfl([)~ fAcoia~ Address ~), ~ox ll{~ C~":b. hv~p~-d/No' ~i- ~9~o -~O3
NameofArchitect ~i*.~rteL 0, l~ellg-,tJ~eg- Addressi~q~'fl,~ea[l~,So,~W4~t,fl;PhoneNo [~i]l-gf~- 'lqqO~
Name of Contractor [~8S7 i~og.~t~- Ho~ ~,0' Address qqfC%, ~1. ~/ $~.;r~&Phone No. L$1 - 2o't - ~q'[
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ¢ NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT~ MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES N/ NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES ~f NO
· IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY OF YU. ~o [-~S¢:
__ [/~g"~¢ &~t] '~'-A r~',>/'~' being duly sworn, deposes and says that (s)he is the applicant
' (Name of individual signing contract) above named,
(S)He is the 0~0 ~3 ~-~
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to b_efore me this
0'{ ~' dayof tO ~)qe~ ~v
20 OO
FRANI( I. BLANGIARDO 'e/dr
N~ Public, State of New Ymk / /
No. 02BL4959024 ~/
Qual~ in Sutteik coun~
Commiss~ rcJq]bes ~ ~, 2~0,~
STATE OF NEW YORK )
SS.:
COUNTY OF SUFFOLK)
SS-07655
THE UNDERSIGNED, being an officer of Express Abstract, L.L.C., being duly sworn,
deposes and says:
THAT a search has been made of the records of the County Clerk's Office of Suffolk
County for the following described property:
ALL that certain plot, piece or parcel of land, situate, lying and being in the Town
of Southold, County of Suffolk and State of New York, shown and designated on
a certain map entitled, "Map of Beixedon Estates, Town of Southold, Suffolk
County, N.Y., Property of Grace R. Nickles, formerly Grace Rogers
DeBeixedon", made by Otto W. Van Tuyl, Licensed Surveyor, and filed in the
Suffolk County Clerk's Office on March 16, 1946, as Map No. 1472, as and by
lot numbered 7 in Block Numbered 2 on said map.
ALSO, being known and designated on the Suffolk County Real Property Tax
Agency map as:
DISTRICT: 1000 SECTION: 056.00 BLOCK: 02.00 LOT: 016.000
Said search completed on the 14th day of May, 2007, shows the following chains of title
since April 23, 1957.
LIABILITY IS LIMITED TO THE AMOUNT OF ONE THOUSAND ($1,000.00)
DOLLARS.
By:
Lucinda Bonilla
Sworn to before me this the
14th day of May, 2007.
AMY F. WIPPERT
Notary Public, State of New York
No. 01 W14884083
Qualified in Suffolk County
Commission Expires April 13, 2011
SUBJECT PREMISES
SCTM: 1000-056.00-02.00-016.000
CHAIN OF TITLE
Bennett DeBeixedon
to
Grace Rogers DeBeixedon
DEED:
Dated: 4-22-33
Rec'd: 4-27-33
Liber: 1709 cp. 57
Conveys tax lot 016 & more
Grace R. Lewis formerly known as
Grace R. Nickles
to
John J. Nickles
DEED:
Dated: 2-26-71
Rec'd: 3-3-71
Liber: 6894 cp. 69
Conveys tax lot 016 & more
John J. Nickles as to an undivided
one-half interest
to
Jonathan V. Jacobs &
Kathryn G. Jacobs, husband and wife
DEED:
Dated: 2-12-97
Rec'd: 2-21-97
Liber: 11817 cp. 425
Conveys tax lot 016
John J. Nickles as to his remaining
undivided one-half interest
to
Jonathan V. Jacobs &
Kathryn G. Jacobs, husband and wife
DEED:
Dated: 1-13-98
Rec'd: 1-29-98
Liber: 11875 cp. 554
Conveys tax lot 016
Jonathan V. Jacobs &
Kathryn G. Jacobs, husband and wife
to
Kathryn G. Jacobs
DEED:
Dated: 1-5-99
Rec'd: 3-12-99
Liber: 11960 cp. 991
Conveys tax lot 016
LAST DEED OF RECORD
Sworn to before me this the
14th day of May, 2007.
AMY F. WIPPERT
Notary Public, State of New York
No. 01W14884083
Qualified in Suffolk County
Commission Expires April 13, 2011
By:
Lucinda Bonilla
ADJOINING SUBJECT PREMISES
TO THE NORTH
SCTM: 1000-056.00-02.00-015.000
CHAIN OF TITLE
Bennett DeBeixedon
to
Grace Rogers DeBeixedon
DEED:
Dated: 4-22-33
Rec'd: 4-27-33
Liber: 1700 cp. 57
Conveys tax lot 015 & more
Grace R. Lewis formerly known as Grace DeBeixedon, now deceased on 11-7~97,
vesting title in her executor, John J. Nickles.
By:
Lucinda Bonilla
Sworn to before me this the
14th day of May, 2007.
' Notary ~olic ~7/'
AMY F. WIPPERT
Notagy Public, State of New York
No. 01 W14884083
Qualified in Suffolk County
Commission Expires April 13,2011
ADJOINING SUBJECT PREMISES
TO THE EAST
SCTM: 1000-066.00-03.00-015.000
CHAIN OF TITLE
Bennett DeBeixedon
to
Grace Rogers DeBeixedon
DEED:
Dated: 4-23-33
Rec'd: 4-27-33
Liber: 1700 cp. 57
Conveys mx lot 015 & more
Grace R. Lewis formerly known as Grace DeBeixedon, now deceased on 11-7-97,
vesting title in her executor, John J. Nickles.
Lucinda Bonilla
Sworn to before me this the
14th day of May, 2007.
Notary Pu~ic 3r !
AMY F. WIPPERT
Notary Public, State of New York
No. 01 W14884083
Qualified in Suffolk County
Commission Expires April 13, 2011
ADJOINING SUBJECT PREMISES SCTM: 1000-056.00-02.00-017.000
TO THE SOUTH
Bennett DeBeixedon
to
Grace Rogers DeBeixedon
John J. Nickles as executor of the
Last Will & Testament of
Grace R. Lewis who died 11-7-97
to
Vinci Real Estate Holding LLC
CHAIN OF TITLE
DEED:
Dated: 4-22-33
Rec'd: 4-27-33
Liber: 1700 cp. 57
Conveys tax lot 017 & more
DEED:
Dated: 4-17-07
Rec'd: 4-25-07
Liber: 12502 cp. 392
Conveys tax lot 017
LAST DEED OF RECORD
Sworn to before me this the
14th day of May, 2007.
Notary P~b'lic / ~t
AMY F. WIPPERT
Notary Public, State of New York
No. 01WI4884083
QuaLified in Suffolk County
Commission Expires April 13, 2011
By:
Lucind/t/Bonilla
ADJOINING SUBJECT PREMISES SCTM: 1000-066.00-02.00-066.000
TO THE WEST ARSHAMOMAQUE LANE
CHAIN OF TITLE
Bennett DeBeixedon
to
Grace Rogers DeBeixedon
DEED:
Dated: 4-22-33
Rec'd: 4-27-33
Liber: 1709 cp. 57
Conveys tax lot 066 & more
Grace R. Lewis formerly known as Grace DeBeixedon, now deceased on 11-7-97,
vesting title in her executor, John J. Nickles.
Sworn to before me this the
14th day of May, 2007.
l~otary~bli~ ~ ~
AMY F. WIPPERT
Notary Public, State of New York
No. 01 WI4884083
Qualified in Suffolk County
Commission Expires April 13,2011
By:
Lucinda Bonilla
James F. King, President
Jill M. Doherty, Vice-President
P~ggy A Dickerson
Dave B~ rgen
Bob Ghosio, ,Jr
Town Hall
53095 Route 25
P,O Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1692
Fax (631/765-664I
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
June 1,2007
Ms. Kate Nickles Jacobs
P.O. Box 1169
Cutchogue, NY 11935
RE:
405 Arshamomaque Ave., Southold
SCTM#56~2-16
Dear Ms. Jacobs:
The Southold Town Board of Trustees reviewed your survey prepared by Joseph A.
Ingegno last revised March 28, 2007 and determined the proposed construction of a
single-family dwelling, porch, and sanitary system, to be out of the Wetland jurisdiction
under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code.
Therefore, in accordance with the current Wetlands Code (Chapter 275) and the
Coastal Erosion Hazard Area (Chapter 1'il) no permit is required. Please be advised,
however, that no construction, sedimentation, or disturbance of any kind may take place
seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of
the coastal erosion hazard area as indicated above, or within 100' landward from the
top of the bluff, without further authorization from the Southold Town Board of Trustees
pursuant to Chapter 275 and/or Chapter 111 of the Town Comte. It is your responsibility
to ensure that all necessary precautions are taken to prevent any sedimentation or other
alteration or disturbance to the ground surface or vegetation within Tidal Wetlands
jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such
precautions may include maintaining adequate work area between the tidal wetland
jurisdictional boundary and the coastal erosion hazard area and your project or erecting
a temporary fence, barrier, or hay bale berm.
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
DEC PERMIT NUMBER
1-4738-0373J,/00001
FACILITY/PROGRAM NUMBER(S)
PERMIT
Under the Environmental
Conservation Law
EFFECTIVE DATE
November 20, 2007
EXPIRATION DATE(S)
November 19, 2012
TYPE OF PERMIT · New [] Renewal [] Modification [] Permit to Construct [] Permit to Operate
[] Article 15, Title 5: Protection of Watem
[] Article 15, Title 15: Water Supply
[] Article 15, Title 15: Water Transport
[] Article 15, Title 15: Long Island Wells
[] Article 15, Title 27: Wild, Scenic and
Recreational Rivem
[] 6NYCRR 608: Water Quality Certifica-
tion
[] Article 17, Titles 7, 8: SPDES
[] Article 19: Air Pollution Control
[] Article 23, Title 27: Mined Land
Reclamation
[] Article 24: Freshwater Wetlands
· Article 25: Tidal Wetlands
[] Article 27, Title 7; 6NYCRR 360:
Solid Waste Mana~lement
[] Article 27, Title 9; 6NYCRR 373:
Hazardous Waste Management
[] Article 34: Coastal Erosion
Management
[] Article 36: Floodplain Management
[] Articles 1, 3, 17, 19, 27, 37; 6NYCRR
380: Radiation Control
PERMIT ISSUED TO
Kathryn Jacobs
ADDRESS OF PERMITTEE
P.O. Box 1169, Cutcho~]ue, NY 11985
ITELEPHONE NUMBER
(631)734-1111
CONTACT PERSON FOR PERMITTED WORK
Frank J. Blan~liardo, P.O. Box 1169, Cutcho~]ue, NY 11985
NAME AND ADDRESS OF PROJECT/FACILITY
TELEPHONE NUMBER
(631)806-2603
Jacobs Property, 405 Arshamomaque Avenue
COUNTY TOWN
Suffolk Southold
DESCRIPTION OF AUTHORIZED ACTIVITY:
Southold, NY 11971 S.C.T.M. #1000-56-2-16
I WATERCOURSE I NYIM COORDINATES
Pett¥'s Pond E: 715.5 N: 4549.8
Construct a single family dwelling and associated accessory structures. All work
must be done in accordance with the attached plans stamped NYSDEC approved
on November 15, 2007.
By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable
regulations, the General Conditions (see page 4 & 5) specified and any Special Conditions (see page 2 and 3) included as part of this permit.
DEPUTY PERMIT ADMINISTRATOR: I ADDRESS
I
Region 1 Headquarters
Mark Carrara (KAF) SUNY at Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409
AUTHORIZED SIGNATURE j~.~ DATE I
11/15/2007 Page 1 of 5
SPECIAL CONDITIONS
During construction, concrete or leachate shall not escape or be discharged, nor shall
washings from transit mix trucks, mixers, or other devices enter tidal wetlands and/or
protected buffer areas.
Any debris or excess material from construction of this project shall be completely
removed from the adjacent area and removed to an approved upland area for disposal.
No debris is permitted in tidal wetlands or protected buffer areas.
There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a
result of the permitted activities.
All areas of soil disturbance resulting from the approved project shall be stabilized with
appropriate vegetation (grasses, etc.) immediately following project completion or prior to
permit expiration, whichever comes first. If the project site remains inactive for more
than 48 hours or planting is impractical due to the season, then the area shall be
stabilized with straw or hay mulch or jute matting until weather conditions favor germina-
tion.
The storage of construction equipment and materials shall be confined within the project
work area and/or upland areas greater than 100 linear feet from the tidal wetland
boundary.
If seeding is impracticable due to the time of year, a temporary mulch shall be applied
and final seeding performed at the eadiest opportunity when weather favors germination
and growth, but not more than six months after project completion.
=
All erosion control devices shall be maintained in good and functional condition until the
project has been completed and the area has been stabilized.
No fill or backfill is authorized by this permit without further written approval from the
Department (permit, modification, amendment).
DEC PERMIT NUMBER PAGE 2 of 5
1-4738-03734/00001
SPECIAL CONDITIONS
To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be
established. There shall be no disturbance to the natural vegetation or topography within
an area extending 100 linear feet landward of the tidal wetland boundary.
10.
A row of staked haybales or other approved erosion control devices shall be placed at
the landward edge of the buffer area, as per the NYSDEC approved plan, prior to
commencement of any regulated activities and remain in place and in good, functional
condition until the project is completed and all disturbed areas are stabilized with
vegetation.
11.
Roof runoff shall be directed into dry wells a minimum of 130 linear feet landward of the
tidal wetland boundary for immediate on-site recharge.
12.
Driveways and parking areas shall be constructed of NYSDEC approved pervious
materials.
13.
Roads, driveways and parking areas shall be graded to direct runoff away from tidal
wetlands and protected buffer areas.
14.
Sanitary systems (bottom of the tank and leaching pools) shall be located a minimum of
2' above seasonal high groundwater.
15.
The permit holder shall incorporate the attached Covenant (or similar language) to the
deed for the property where the project will be conducted and file it with the Clerk of
Suffolk within 30 days of the effective date of this permit. This deed covenant shall run
with the land in perpetuity. ^ copy of the covenanted deed or other acceptable proof of
record, along with the number assigned to this permit, shall be submitted within 90 days
and prior to commencement of any regulated activity at the site to: NYSDEC, Marine
Habitat Protection, SUNY at Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409,
Attn: Compliance.
DEC PERMIT NUMBER
1-4738-03734/0000
PAGE 3 of 5
NU I II'lt;A I IUN UP UTHER PERMITTEE OBLIGATIONS
Item A: Permtttes Accepts Legal Responsibility and Agrees to Indemnification
The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department
of Environment. al Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims,
suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with, or operation
and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the
terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the
extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the
DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision
under federal or state laws.
Item B: Permittee's Contractors to Comply with Permit
The permittee is responsible for informing its independent contractors, employees, agents and assigns of their
responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect
to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental
Conservation Law as those prescribed for the permittee.
Item C: Permittee Responsible for Obtaining Other Required Permits
The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may
be required to carry out the activities that are authorized by this permit.
Item D: No Right to Trespass or Interfere with Riparian Rights
This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of
others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real o~
personal property held or vested in a person not a party to the permit.
GENERAL CONDITIONS
General Condition 1: Facility Inspection by the Department
The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an
authorized representative of the Department of Environmental Conservation (the Department} to determine whether the
~ complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL
71-0301 and SAPA 401(3).
The permittee shall provide a person to accompany the Department's representative during an inspection to the permit
area when requested by the Department.
A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection
by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a
Department representative is a violation of this permit.
General Condition 2: Relationship of this Permit to Other Department Orders and Determinations
Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any
order or determination previously issued by the Department or any of the terms, conditions or requirements contained in
such order or determination.
General Condition 3: Applications for Permit Renewals or Modifications
The permittee must submit a separate written application to the Department for renewal, modification or transfer of this
Such application must include any forms or supplemental information the Department requires. Any renewal,
modification or transfer granted by the Department must be in writing.
The permittee must submit a renewal application at least:
a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous
Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management
Facilities (SWMF);
b) 30 days before expiration of all other permit types.
Submission of applications for permit renewal or modification are to be submitted to:
NYSDEC Regional Permit Administrator, Region 1 ,SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 -
3409
General Condition 4: Permit Modifications, Suspensions and Revocations by the Department
The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The
grounds for modification, suspension or revocation include:
a) materially false or inaccurate statements in the permit application or supporting papers;
b) failure by the permittee to comply with any terms or conditions of the permit;
c) exceeding the scope of the project as described in the permit application;
d) newly discovered material information or a material change in environmental conditions, relevant technology or
applicable law or regulations since the issuance of the existing permit;
e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the
Environmental Conservation Law or regulations of the Department related to the permitted activity.
DEC PERMIT NUMBER I PAGE 4 of 5
1-4738-03734/00001
FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608
( TIDAL WETLANDS)
II'future operations by the State of New York require an alteration in the position of the structure or work
herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause
unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,
safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the
State, the owner may be ordered by the Department to remove or alter the structural work, obstructions,
or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this
permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall
not be completed, the owners, shall, without expense to the State, and to such extent and in such time
and manner as the Department of Environmental Conservation may require, remove all or any portion
of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity
of the watercourse. No claim shall be made against the State of New York on account of any such
removal or alteration.
The State of New York shall in no case be liable for any damage or injury to the structure or work herein
authorized which may be caused by or result from future operations undertaken by the State for the
conservation or improvement of navigation, or for other purposes, and no claim or right to compensation
shall accrue from any such damage.
3. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by
suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or
any other environmentally deleterious materials associated with the project.
Any material dredged in the conduct of the work herein permitted shall be removed evenly, without
leaving large refuse piles, ridges across or along the bed of a waterway or floodplain, deposits within any
regulatory floodway, or deep holes that may have a tendency to cause damage to navigab e channels
or to the banks of a waterway. '
There shall be no unreasonable interference with navigation by the work herein authorized.
If upon the expiration or revocation of this permit, the project hereby authorized has not been completed,
the applicant shall, without expense to the State, and to such extent and in such time and manner as
the Department of Environmental Conservation may require, remove all or any portion of the
uncompleted structure or fill and restore the site to its former condition. No claim shall be made against
the State of New York on account of any such removal or alteration.
7. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies
that the subject project will not contravene effluent limitations or other limitations or standards under
Sections 301,302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of
the conditions listed herein are met.
At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and
return the top portion of the enclosed notification form certifying that they are fully aware of and
understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom
portion of the form must also be signed and returned, along with photographs of the completed work
and, if required, a survey.
9. All activities authorized by this permit must be in strict conformance with the approved plans submitted
by the applicant or his agent as part of the permit application.
Such approved plans were prepared by Nathan Taft Corwin on May 11, 2006 last revised on
DEC PERMIT NUMBER
1-4738-03734/00001
PAGE 5 of 5
.... ~ w s ~ ~ v V~AI~'f TO TItE DEE D
'~' **********************************************************
::. DECLARATION
~: . HISDECL~TiON, dated ~ davof~b~ ~ ·
(~ereina~er ~e "D~l~t"~ -.~ .... ~ ~ ~, ~, ~s made by
WITNESSETH
WHEREAS, the D~elarant is the owner of certain real property located in the Town
County of~t~-~oL ~- State of New York, Tax Map # District/po~2, Section ~°~-&,O,Vl~ock
Lot(s) 0i ~,, ~o '
: which real property is more particularly described i~Exhibit A annexed hereto '
(hereinafter referred to as the "Property"); and
: WHEREAS, the Property is situated kn or adjacent to regulated tidal wetlands which have been
iiayentoried and mapped by the New York State Department of Environmental Conservation (hereinafter
· '.Department"), pursuant to Environmental Comervation Law (hereinafter "ECL")
the 'Tidal Wetlands Act ') and Part 661 of Title 6 of the New Article 25 (also known as
~ereinafter ,6 NYCRR"); and York Code of Rules and Regulations
.... WHEREAS, various activities conducted both in and adjacent to tidal wetlands are regulated by the
Department pursuant to ECL A~icle 25 and Part 661 of 6 NYCRR and require written authorization from
the Department prior to being conducted;
NOW, THEREFORE, in recognition of the Department,s jurisdiction as set forth above, it is the
[~. ponsibility of a party having any right, title, or interest in the Property, to obtain from the Deparlment or
~,ny successor organization, a current description of all activities which are regulated pursuant to ECL
~cle 25 and Part 661 of 6 NYCER, and to ' ' · ·
obtain written authonzatmn from the Department prior to such
regulated activities being conducted on the Property. Regulated activities include, but are not limited to
clearing of vegetation; application of chemicals; excavation; grading and filling; dredging; erection of
.~r~ 9tures; construction or reconstruction of shoreline erosion structures; and construction and
re~gnslruction of docks and bulkheads.
YORK
'~
co ry OF 5
On the~ 0 {~ day of~O ox) ~(0 ~ in the year 200,/) , before me, the undersigned, a Notary Public
~n. and .for .said state, personally appeared ~
~e. on me basis of satisfacto-, eviden .... ,._ .~ , . ? ~y ~,own [o me or proved to
~. ~.. -~ ~ tu oe me pe.rson, whose.name is subscribed to the within instrument
~ acknowledged to me that he executed the same ~n his c n ~, o,,,~ a.., ~._ ~_; · . .
· apacl¥, -,u ma~ uy ms signature on the
I~s~.tyument, the person or entity upon behalf of which the person acted, executed the instrument.
FRANK I. B~NGIARDO
Nota~J Public, St~t~ of New Yo~
No. 02BL4959024
Qualified in Suffolk County
Corem ss~ Expires Novem~ 20, 200~
Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
PROPERTY LOCATION: $ C.T.M #:
I000 O~b,oo 0~,,00 Olu, w3
District Section Block Lot
THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
STORM-WATER; GRADINGy DRAINAGE AND EROSION CONTROL PLAN
CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application)
Yes No
1
2
3
4
5
6
7
8
9
Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site?
(This item will include all run-off created by site clearing and/or construction activities es well as all Site
Improvements and the permanent creation of impervious surfaces.)
Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location?
This Item shall Include all Proposed Grade Changes and Slopes Contro{ling Surface WaterFIowl
Will this Project Require any Land Filling, Grading or Excavation where there Is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards of Matedal within any Pamel?
Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of
Five Thousand (5,000) Square Feet of Gmund Surface?
Is there a Natural Water Course Running through the Site?
Is this Project wi(bin the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach?
Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise to
One Hundred (100') of Horizontal Distance?
Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off
into and/or in the direction of a Town right-of-way?
Will this Project Require the Placement o[ Material, Removal of Vegetation and/or the Construction of
any Item Within the Town Right-of-Way or Road Shoulder Area?
(This item will NOT include the Installation of Driveway Aprons.)
Will this Project Require Site Preparation within the One Hundred (100) Year F oodplain of any Watercourse?
NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm-Water, Grading,
Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl
EXEMPTION: Yes N.~.o
Does this project meet the minimum standards for classification as an Agricultural Project?
Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlredl --
STATE OF NEW YORK,
COUNTY OF ...sS....~?.,.~..~R ............... SS
rha, [, ....... :..%0. .................... hemg duly sworn, deposes ~d says fl~at he/she is fl~e applicant fo, Pemfit,
{Name of individual s~gning D~umenl)
m~e ~d 6]¢ ~s zpp]Jcadon; d~at ~] s[~tem¢nLs coab~in¢d in ~is zpplJc~do~ ~¢ ~ [o d)c bes~ or Ns ~owl¢d[¢ znd bdJcf; ~nd
· z[ dm work will ~ pedormcd in d~ mzmmr s¢t ford) m d~¢ ap~iJczdon ~]¢d h~re~.
Sworn [o beforc
............................................... uay of ............................................. 20 .....
11/19/2007 14:33 FAX ~002
!, New York State Insurance Fund,
~ ~rker.~'~ Ct~mpen.~alion & Di~,abiliO/geneflt$$pe¢~el~y~ ,~inc~' 1914
~ CORPORATE CENTER DR, 3RID FLR, MELVILLE. NEW YORK 11747-3~29
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
9EST MODULAR H~r~IE$
495 COUNTY ROAD 39 ~iUiTE 2
SOUTHAMPTON NY 11968
POLICYHOLDER
BEST MODULAR HOMES INC
495 COUNTY ROAD 39 SUITE 2
S0UTHA~PTON NY 119~8
CERTIFICATE HOLDER
FRANK BLANGiARDO
ARSHAMOMAQUE AVE. LOT #7
I SOUTHOL[3 NY ~1971
POLICY NUMBER CERTIFICATE NI.;MS~R PERIOD COVERED BY THIS CERTIFICATE
I 1~B4 305-8 g92'~0~ 11/01/2007 TO ! 1/01/2008 11/19/2007
THIS iS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POi. ICY NO, 12~4 305-8 UNTIL 11/01/2008, COVERING THE ENTIRE OBLIGATION OF TNJS PCLICYHOLDEE
FOR WORKERS' COM;ENSATION UNDER THE NEW YORK WORKERS; COMPENSATION LAW WITH RESPECT TO ALg
OPERATIONS IN THE STATE OF NEW YORK. EXCEPT AS INDICATED BELOW. AND, WITH RESPECT TOOPERAT~ONS
OL/TSIDE OF NEW YORK, TO THE POLIOYHOLDER~ REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF SAID POLICY ~S CANCELLED, OR CHANGED PIR~OR TO 11101!200~ IN SUCH MANNER A~ TO AFFECT TH~S CERTIFIDATE,
10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HO~.DER ABOVE,
NOTICE lay REGULAR MAIL SO ADDRESSED SHAL~. BE SUFFICIENT COMPLIANCE WITH THiS I~ROVISlON. THE
YORK STATE INSURANCE FUND DOES NOTAS~UME ANYLIA~II. ITYIN THE EVENT OF FA~LURI~ TOGIVE SUCH NOTICE
THIS CERTIFICATE DOES NOT AlaPLY TO BUI~.PlNG DEMOLITION.
?HIS CERTIFICATE IS ISSUED AS A MA~-ER OF INFORMATIONONLYANDCONEERS NO RIGHTS NOR INSURANCE
COVE~,AGE UPON THE CERTIFICATE HOLDER, THIS CER'rlFICATE DOES NOT AMEND, EXTEND OR ALTER
THE COVERAGE AFFORDED BY THE POLICY
NEW YORK STATE INSURANCE ~-UND
~)IR~CTOR,INSURANCE F~JN(~ LINDE~,"~/RITIFtG
certificate can be valldated on our web site et ht:p$:t/www.ny$if, com/ceWce~lval,asp or by calling (885) 875.,5790
VALIDATION NUMBER; 954181508
SURVEY OF
MAP OF
BEIXEDON ESTATES
' 0~ I.i~I~kTH '~. ~ ' ~" '~ BLOCK 2
,~' ~, ~ 1'~ Fi~ No. 1472 FI~D MA~H 16, 1946
~Vk~ OF C0NS~R~C~0N F'3t' SITUATED AT
5~,.:~.. v~;a~ a~m~sc; ONLY SOUTHOLD
TOWN OF SOUTHOLD
O~O~l SUFFOLK COUNt, NEW YORK
O~; ~' R~F,~~. S.C. TAX No. 1000-56-02-1~
;' ") VACANT
SCA~ 1 ':~0'
yEAR~mO~,,. DATE OF A~PROVA~
THBEE
~ ~ AREA : 24,g~.89 *q. J~.
~ 0.57S m~.
/~.~o,~o';~ ~ _ _ .. _
~ ~I / ~ - // ~ ~- ~~ TEST HOLE DATA
I I t ,/ /i ///
J~ I / .., ,, ,,/ /// o ,~.
~ ,, / / // /,
I ' / . -- 527 .79'
,x,..,..-,. ,.o.. ,..,:~
~" I oos~.-~no
~ P'~S[D 8' DIA. X 12' ~EP ~CHIHG POOL ,.,=--.'- ~_.----____..__---- L~ ~rveyor
~D/~ ~TA O~AINED FROM OTHERS. ~~~
Z
N $3'20'10" F_
83'20'10" W
LoT (~
~/o/~
GRACE R. LEFIS
HOUSE'
wooo
GRACE R. LEPtlS
LOT (~
!
LOT ~
100.00'
337
SURVEY OF
LOT 7 , ·
MAP OF
BEIXEDON ESTATES
BLOCK 2
F~L[ No. 1472 F1LED MARCH 16, 1946
SI TUA TE
SOUTHOLD
IOWN OF SOUTMOhD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-56-02-16
SCALE 1"=30'
MAY 11, 2006
MARCH 20, 2007 ADDE~ TOPOGRAPHICAL SURVEY ~ PLOT PLAN'
JULY 6, 2007 REVISED srlE PtAN
MAY 12, 2008 FOUNOA~ION LOCATION
NOVEU~m 21, 20~ R~L suRwY
AREA = 24,951 sq. ff. 0.573 ac.
327.79'
all,.
CERTIFIED TO:
KATE JACOBS
~Uc. No. 50467
Nathan Taft Corwin III
Land Surveyor
PHONE (651)727-2090 Fax (651)727-1727
TIE-D0WN STRAP DETAILS
FOR MODULAR BUILDING,
NOT TO SCALE
APPROVED EQUAL
.7"
GRADE
SLOPES DOWN
10"
LAU. Y COLUMN ON
05"
8*.
GRADE SLOPES DOWN
FOUNDATION
PLAN
SCALE: 1/4"= 1'-0"
WAL~ OUT
· GRADE
ROUGH
~ASONRY 6
OPENING
NEW FOUNDATION FOR
THE BI,ANGIARDO RESIDENCE
BEST MODULAR HOMES
TOWN OF SOUTHOLD, NEW YORK
MICHAEL W. BEHRINGER ARCHITECT
SOUTHAMPTON, N.Y. 631-287-9474
08/13/07
~I~ '
LOT (~
5:57.58'
327.79'
SURVEY OF
LOT 7
MAP OF
BEIXEDON ESTATES
BLOCK 2
SITUATED AT
SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S,¢. TAX No. 1000-56-02-16
SCALE 1"=30'
MAY 11, 2006
~TIFIED TO:
KATE "~ACOB$
PREPARED IN A~CORDANC/ WITH THE MINIMUM
N.Y.S. Lic. No. 50487
THE EXISTENCE OF RIGHTS OF WAY
AND/OR EASEMENTS OF RECORD, IF
ANY~ NOT SHOWN ARE NOT GUARANTEED.
Nathan Taft Corwmn III
Land Surveyor
Fax (631)727-1727
g6--169J
bJ
LOT 0
~/o/E .~.,~s
85'20'10" E
S B5'20'10" W
c~C~/~fFLErfIS
LoT 0
VACANT
LOT
TEST HOLE DATA
PROPOSED SEPTIC SYSTEM DETAIL
(NOT ~0 SCALE)
SEPTIC TANK
LEACHING POOL
,37
SURVEY OF
LOT 7
MAP OF
BEIXEDON ESTATES
BLOCK 2
FILE No. 1472 FILED MARCH 16, 1946
SITUATED AT
SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-56-02-16
SCALE 1"--30'
MAY 11, 2006
I. ELEVATIONS ARE REFERENCED TO 192g N,G,V,D. DATUM
EXISTING ELEVATIONS ARE SHOWN THUS:
EXISTING CONTOUR LINES ARE SHOWN THUS:
2, MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE is 1,000 GALLONS,
1 TA~IK; a' LONG, 4'-5" WIDE, 6'-7" DEEP
5. MIMIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS $00 ~q fl SIDEWALL AREA.
~'////~ PROPOSED 1,000 GALLON SEmlC TANK
NEW STORMWATER UNIT
(NOT TO SCALE)
N.Y.S. tic. No. 50467
Nathan Taft Corwmn III
Land Surveyor
26-169]
DRAWING INDEX
PAGE DESCRIPTION DA~E REV
1 TITLE PACE 07/26/07
2 ELEVATIONS 07/26/07
B 1ST FLOOR PLAN 07/26/07
DA 2ND FLOOR PROPOSED ptAN 07/26/07
4 ]ST FLOOR SHEAR WALL pLAN 07/26/07
4A WIND CONNECTION DETAILS 07/26/07
5 ELECTRICAL PLAN 07/26/07
0 N~I CALCULATIONS 07/26/02
7 FOUNDATION PLAN 07/26/07
B STAIR DEiAIL 07/26/07
9 CROSS SE~ON 07/26/07
10 MISC, SCHEDULES 07/26/07
1~ FASTENING SCHEDULE 07/26/07
12 STRUCTURAL TABLES 07/26/07
1DA PLUMBING NOTES 07/26/07
lOB PLUMBING DBAILS 07/26/07
14 WIND COLUMN DBAILS 07/26/07
14A WIND COLUMN DETAILS 07/26/07
148 ~INO COLUMN DETAILS 07/26/07
THE ENCLOSED DRAWINGS AND SPECIFICATIONS (NEREINAFTER REFERRED TO AS THE SUBSET) ARE TltE PROPEREV OF
PENN LYON HOMES CORPORATION (HEREINAFTER REFERRED TO AS PLH), NO PART ON THIS SUBSET MAY BE
REPROOUCEO OR USED IN ANY FORM OR BY ANY MEANS WITHOUT WR[ETEN AUTHORIZATION FROM PLH, THIS SUBSET
iS PROPRIErARY AND SHOULD BE KEPT CONFIDENTIAL ANY UNAUTHORIZED USE OF THIS SUBSET IS PROHIBWEW.
PLH WILL BE CONS]OERED AS A SUBCONTRACTOR IN ALL OUILDING PROJECTS, SUPPLYING A BUILDING COMPONENT
TO A GENERAL CONTRACTOR OR BUILDER, ALL NOTES WITH REFERENCE TO "IN F1ELD", "ON SITE", "BY OTHERS",
OR "BM BUILDER" PERTAIN TO RESPONSIBILITIES OF THE GENERAL CONTRACTOR.
~ SUBSET SHOULD NOT DE SCALED FOR DIMENSIONAL REFEREWCE ALL DIMENSION LINES AND
SUCH REFERENCE,
DESIGN CRITERIA: SOUTMOLD, SUFFOLK COUNTY, NY 11971
INSTRUCTION h'PE: WORD
USE CROUP: DETACHED ONE-AND-mB FAMILY DWELLINDS
IMPDREARCE FACTOR:
',ROUND SNOW LO~: 45 PSF
UOOR DVE LDAB~ 40 PSF
LOOR UVE LOAD (SLEEPING AREAS), ~C PSF
'LOOR DEAD LOAD: I0 PSF
~TTIC STORAGE: 30 PSF
NO SPEED: 120 MPH
~OSURE CATEGORY'. C (RDOl 2.1,41
~BSNIC USE GROUP; 1
iEISMIC DESIGN CATEGORY, B
;ds (M~X) -- uETg
~BSMIC PROVISIONS: EXEMPT (RDOI 2,2 EXCEPWOR)
NTERIOR FLA~E SPREAD' LESS 711AM 75
:OMEORT BEAT: NOR ELECTRIC (ELECTR[D BASEBOARD SHALL NOT BE PERNITEO)
7~i~ S&WI TO 4PM
~O~.LOWING INSPECTIONS:
FOUNOATION - ~0 REQU~R~
FOR POURED CONCR~E
~OU~H - FRAMING & PLUMBIN~
INSULATION
RNAL - GONSTqUCTIO~
~ GOMPLETE FO~
Akk ~ONBT~UGTION 8HALL M~T TH~
~UI~M~NT80~ THE COD~ O~ NEW
~K BTA~, NOT ~$PONOIB~
IONNVO ~I~ZSA'$ A 7dwn$
~gZ VM N~ a~sn ~goTos
3~o:~9e ~N~iNO0 ~IV~7 NO
CODE COMPLIANCE
ENERGY: 2002 ENERGY CONSERVADON CONSTRUCTION CODE OF NEW YORK STATE (ECCONY)
BUILOIND: 2002 RESIDE~rlAL CODE OF NEW YORK STATE (RCNYS)
ELECTRICAL 2002 RESIDENDAL CODE OF NEW YORK STATE (RCNYS)
PLUMBING; 2002 RESIDENTIAL CODE OF NEW YORK STATE (RCNYS)
MECHANICAL: 20D2 RESIDENTIAL CODE OF NEW YORK STALE (RCNTS)
MCE Poremeters - ConTerminous 48 STores
MCE MAP VALUES
Short Period Mep Volue S~: 239%
1 O sec Period Mop Value - SI = 7,U%
RESIDENTAL DESIGN INFORMATION RETAIN STORM WATER RUI
SheFg Period Mep Wlue - Ss = 23.9%
SoB Foclor rot Site Cless D - Fe = 1 60 PURSUANT TO CHAPTEI~ 2
Re~identol Site V~]ue = 2/3 x Fo x Ss = 2G~TNE TOWN CODE,
Residential Seismic Design Coiego~ ~ B '
ECCCN~SCOMPLRNCE SHALL BE DEMONSTRATED WITH RES CHECK ANALYSIS,
RES CHECK ANALYSIS SHALL BE PROWDED TO THE LOCAL BUILDING OTFIC~L
FOR EACH DISCRETE MODEL SUBMISSION.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
,/
SOUTHOLD TO~N ZBA
· SOUTHOL9 TOWN pL~,NNING BOARD
,. SOUTHOLD TOWN TRUSTEES
, N,¥,S, DEC
HOMES CORPORATION
NEW YORK
CAPE
SYSTEMS
PROJECT: 07-116
OCCUPANCYOR
USEIS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
DO NOT PROCEED WITH
PLUMBING FRAMING UNTIL SURVEY
ALL PL~MEING WASTE OF FOUNDATION LOCATION,
& WATER LINES NEED ~ HAS BEEN APPROVED '
TEST NG BEFORE COVERING ......
/
COMPLY'WITH CHAPTER "46"
FLOOD DAMAGE PREVENTION
$OUTHOLD TOWN,QODE,
ALL CONSTRUCTION SHALL
ME FT THE REQUIREMENTS OF THE
CC OES OF NEW YORK STATE.
SUMMARY OF REFERENCES TO SYSTEM FOR SELECTION OF STRUCTURAL MEMBERS
REFERENCED ITEM PAGE tEFERENCE
CEILING BEAM 3 SEE PAGE 12
FOUNDATION LOADING 7 SEE A~ACHED CALCULATIONS
EXTERIOR WALL HEADERS 5 SEE PAGE 12
R.A. OR P.E, APPROVAL STAMP
07-116 "~ ....
BUILDER: BEST MOOULAR HOMES
JOB NAME: BLANGIARDO
MODEL' CEDARLAKE 1
SITE LOCATION: SOUFHOLD, NY
COURSE: SUFFOLK
CODE: 11971
SEISMIC CATEGORY; B
(Pc); 45 pst
WiND SPEED (V~s): 120 mph
HOMES CORPORATION
CRVER P~GE
7/31/2007 10:39:46 AM
CERTIFICATION OP
}!'UNDER~FllTERS GERT }: CATE NAILING,& CONNECTIONS
NOTES:
RIDGE VENT
L
IADf I I GRADI
FRONT ELEVATION
RIDGE VENT
GRADE
RIGHT
ELEVATION
CONTINUOUS RIDGE VENT
CONTINUOUS RIDGE VENT
GRADE
/
tEAR
ELEVATION
RADE GRADE
LEFT
ELEVATION
1. ELEVATIONS ARE SUGGESTIVE ONLY.
2. ALL EXTERIOR RAILINGS, DECKS, AND ACCESS TO GRADE BY OTHERS
3, SEE SALES AGREEMENT FOR ALL MATERIALS AND SPECIFICATIONS.
GRADE
CRADE
RA. OR P.E. APPROVAL STAMP
STATE APPROVAL STAMP
07-116 "~ ....
BUILDER: BEST MODULAR HOMES
JOB NAME: BLANGIARO0
MODEL' CEOARLAKE I
SITE LOCATION: SOUTHOLD, NY
COUNIY: SUFFOLK
ZIP CODE: 11971
SEISMIC CATEGORY: B
SNOW LOAD (Pg) 45 psf
WIND SPEED (Ws): 120 mph
PENN
LYON
HOME~ CORPORATION
ELF~ATIONS
7/31/2007 11:11:03 AM
10' 1"
(2)~/4" COPPER WATER
SUPPLY LINES TO
5045 5048
F
HDR'(3)2x8 SPF #2
40'-0"
BEDROOM #2
ROOM AREA; 145 SQ. FT,
REQUIRED UCHT: 11,6
PROVIDED LIGHT: 24.2
REQUIRED VENTILATION: 5.8
PROVIDED VENTILATION: 11,4
0
8'-11"
2x6 SPF #2
-(2)2x6 5PF #2
BEDROOM #1
ROOM AREA: 160 SQ, FT,
REQUIRED LIGHT' 12.8
PROVIDED LIGNT: 24.2
REQUIRED VENTILATION: 6.4
PROVIDED VENTILATION: 11 4
26681P
12'-~ 1/2"
NOR: SPF
3048
3048
10'-11"
NOTES,
I. 2x6 EXTERIOR WALLS, ~ 16" O,C,
2x4 INTERIOR WALLS, W IS" O,C,
2xA MARRIAGE WALLS, @ 16" OC.
2. 12/12 TRUSS ROOF, 18" OC. w/R-38 INSULATION
3. 8'-0" CEILINGS
A. SILVERLINE 4900 SOL HUNG WINDOWS W/NO GRTILLS
5 FLOOR REGISTER w/ DAMPER & BOOTS
6, FLOOR GIRDER TO BE (2) 1,5'~ ~( 9,25" L,V,L, PER MODULE
7. 2x10 FLOOR JOISIS @ 16" O,C
8. CLOSE-OFF PACKAGE
9'-~0 1/2" ~ 9'-7 1/2"
3" RADON VENT 2"
Y' DRAIN
24210 FROM 4210 50~-8
8'-6 1/2" ii W3312 THBI: (1)
MASTER , ~_ IIT-5 1/2"
--, KITCHEN/,, DINING
2" VENT~ ' ~ I---
~IN
. ~. ~ol ROOM AREA: 226 SQ. Fr.
"~1 REQUIRED LIOI-IT: 18.08
'-' ,,~1 PROVIDED LIGHT: 7478
· ~1 REQUIRED VENTiLATiON: 9.04
26581P ~ PROVlBEO VENTILATION: 23.41
FUTURE VENT
MI (2) 1.5x18 LVL
SPF #2 PER r
I PER
(2)1.5x7.25 LVL PER I
26681P
jL
OPEN TO
ABOVE
RAILING BY
LIVING ROOM
ROOM AREA: 308 SQ. FT,
REQUIRED LIGHT: 24.64 ~'~F_ '-
RCM1:
1.5x9.25
LVL
PROVIDED LIGHT: 106.18
3'-6" I REQUIRED VENTILATrON: 12,32 .~j
PROVIDED VENTILATION: 37.91
I THBI: (1) 1.5x9.25 LVL
HDR:(5)2x8 SPF #2 I HDR:(3)2x8 SPF //2
? 7'-6" 9'-0" . 6' 0"
3'-10"
1.5x9,25 LVL
-(3)2x6 SPF #2
',--(2)2x6 SPF //2
'7
R.A. OR P.E. APPROVAL STAMP
-(5)2x6 SPF //2
SfATE APPROVAL STAMP
07-116 ! ....
BUILDER: BEST MODU~R HOMES
JOB NAME: BLANOIARO0
MODEL: CEDARLAKE 1
SITE LOCATION' SOUTliOLD, NY
COUN1Y. SUFFOLK
ZIP CODE: 11971
SEISMIC CATEGORY: B
SNOW LOAD (P§): 45 psi
WIND SPEED (V.~s)' 120 mph
PENN
LYON
HOI~ CORtK)RITION
I~T FLOOR PU~N
BEDROOM
ROOM AREA: 197 SQ. FF.
REQUIRED LIGHT: 15,76
PROVIDED LIOHT; 24,2
IEQUJRED VENTILATION: 7.88
'ROVlDED VENTILATION: 11 ¢
12'-4 1/2"
#3
STUDY
10'-¢
/~RAI/ING ON-SITE
BY OTHERS
__ 10'-0"
40'-0"
PROPOSED 2ND FLOOR PLAN
SPF #2
SPF #2
SPF #2
R.A. OR P.E. APPROVAL SPAMP
STAEE APPROVAL STAMP
07-116I .....
BU[LDEI~: BEST MODULAR NOMES
JOB NAME; MLANOIARDO-
MODEL. CPDARgN<E 1
SITE LOCATION: SOUTHOLD, NY
COUNt': SUFFOLK
ZIP CODE: 11971
SEISMIC CATEGORY: B
SNOW LOAD (pg). 45 pst
WIND SPEED (V~s)' 120 mph
{~PENN
LYON
HOMES CORFORATION
7/31/2007 10:53:39 AM
A
5'-11 1/2'
BEDROOM #2
BATH #1
KITCHEN/I I}INING
BEDROOM #1
mi
LIVING ROOM
OPEN TO
ABOVE
~ SH EARWALL
SIDEWALLS USE 7/16" SHEATHING w/.131 x 2.5" NAILS ~ 6"
ENDWALLS USE 7/16" SHEATItING w/.lSl x 2.5" NAILS O 6" 0.C. EDGE FASTENING
ENDWALLS USE 7/16" SHEATHING w/.tB1 x 2.5" NAILS ~ [1" O.C. EDGE FASTENING
NOTE:
O.C. EDGE FASTENING AND 12" O.C. FIELD FASTENING
12" O,C. FIELD FASTENING
12" O.C. FIELD FASTENING
USE PLY/OSB STRIP w/.lSl x 2.5" NAILS OR .131xS" NAILS TOED ~ 6" O.C. ALONG SIDEWALLS TO CONNECT
FIRST STORY TO SILL PLITE & USE PLY/OSB STRIP w/.lal x 2.5" NAILS OR .131x2" NAILS TOED 9 4" D.C.
ALONG ENDWALLS TO CONNECT FIRST STORY TO SILL PI~TE
, USE (2) HETA20 STRAPS AT TI-IESE LOCATIONS
NOTE: USE MAR23 ANCHOR DOLTS 9 22" O,C, ALONG
(SEE PAGE 4A FOR DETAILS OF THESE CONNECTIONS)
BLOCK ROOF DIAPHRAGM 1ST 4'-0" ON EACH END
ENDWALLS & 50" O.C. ALONG SIDEWALLS
THIS AREA
R,A, OR P.E, APPROVAL STAMP
JYL ~ 1
STATE APPROVAL STAMP
07-116
BUILDER: BEST MOOULAR NOMES
JOB NAME: BLANGIANDO
MODEL: CEDARLAKE 1
SITE LOCATION: SOUTHOLD, NY
COUNW: SUFFOLR
ZIP CODE: 11971
SEISMIC CATEGORY,, B
SNOW LOAD (Ps): 45 psf
WIND SPEED (V~s): 120 mph
LYON
HOME~ CORPORATION
7/31/2007 10:59:29 AM
UPLIFT
CONNECTIONS FOR SIDEWALLS (TRUSS 120 MPH WIND)
ROOF SYSFEM AY 16' OC AND WALL STUD~ AT 19" OD,
OVERTURNING CONNECTIONS FOR SIDEWALLS & ENDWALLS
@ EACH CORNER (TRUSS 120 MPH WIND)
ROOF S~STEM AT 16" O.C. AND WALL Sll]DS AT 1§" @C.
~ H2,5 CLIP A (4) #8 x Y' TOE SCREWS
TO FASTEN ~ACH TRUSS TO SIDEWALL
TOE SCREWED BY PLH (TRUSS CC26471S)
(4) ~§ x 3" TOE SCREWS
TO FASTEN EACH TRUSS TO SIOEWALE
TOE SCREWED BY PLH (TRUSS AIS770~)
~7/16' OSB SHEATHING W/.lSl
@ §" O,D, EDGE & 12" O,C FIELD SPACING
~ 7/1§" OSS SHEAOflND W/,131 x 2
@ 6" o,c, EDGE & 19' O,C FIELD SPACING
(SUPPLIED & INSTALLED ON-SITE DY OTHERS)~
ROOF TO EXTERIOR WALL
(TRUSS)
ROOF TO EXTERIOR WALL
(TRUSSl
ANClIORS @ 22" 0 C, ALONG ENDWALLS
50" O,C. ALONG SIDEWALLS
CONNECTION TO FOUNDATION
UPLIFT & SLIDING CONNECTIONS FOR SIDEWALLS & ENDWALLS (TRUSS 120 MPH WIND)
ROOF SySTEM AT 16" OC, AND WALL STUDS AT 16" OC
/~ 7/16" OSB SHEATHING W/,lJl × 2.5" ~LS
6" O.C, EDGE ~ 12" O.C FIELD SPACING '%~:
7/18" PLYWOOD/OSB STRIP W/Md NNLS ~ 6" OC
ALONG ALL WALLS TO FASTEN $ST STORY TO SrLL PLATE
SUPPLIED BY RLH & ]NMTALLEM ON-BI~ DY gT~DB
LSILL PLATE
SIDEWALL
NAILS ~ ~" o,c, EUOE & 12" O,C. HELLD EASTEN~N~ '~L~ Ill[]
?/)9" PLYWOOD/OSU SfRIP W/Sd NAILS ~} ~"' O.C. ~'
ALONG ALL WALLS TO FASTEN 1ST STORY TO S[LL ~LATE
SUPPLIED DY PLH & INST~L~D ON-~IT]~ )Y OTIMR~S
ENBWALL
7/1¢ PLMWOOD/OSO STRIP W/ad NAILS ~ E"
ALONG ALL WALLS TO FASTEN 1ST STORY TO SILL pLATE
SUPPLIED BY PLH & IND~LC~D ON-BITE DY OT~MB
EXTERIOR WALL TO FLOOR
SILL PLATE
'/Rd NAILS @ 4" 0@.
ALONG ALL WALLS TO FASTEN 1ST STORY TO SILL PLATE
GYPSUM INTERIOR
~SILL PLATE
SRATEr~ P~IDV~S~N PAMP
~UILDER' BEST MODULAR HOMES
JOB NAME: BLANOIARDO
NODEL: CEDARLAKE
SITE LOCATION: SOU~OLD, NY
20UNI7: SUFFOLK
ZIP CODE: 11971
SEISMIC CATEGORY: B
SNOW LOAD (Pg): ,~5 p~f
WIND SPEED (V~s): ~20 mgh
PENN
LYON
HOME~ CORI~RiTION
~IND COflNECllON [ETNLS
7/31/2007 10;49:34 AM
II
BEDROOM
$ ^FCI
/ ~3 AC/DO
([~)AFCI
~AFCI
14¸
lb>
BEDROOM #1
BSNT SDs
~LFeI ,
KITCHEN~
z
LIVING
ROOM
"O" FLUSH FOYER
CAPE
L
I 200 AMP MAIN PANEL J
DINING
ROOM
CHANOELIER(~ r
d
iNSTALL (2) 2 1/2" GREY PVC
ELEC PIPE TO DROP 2nd FL CIRCUITS.
-- INSTALL (1) 2" PVC ELEC PIPE TO
DROP W 8( PHONES,
ELEC.
DROP
FLOOR
RECEPTS
"F
OPEN TO
ABOVE
RA, OR P.E. APPROVAL STAMP
STATE APPROVAL STAMP
BUILDER: BEST MODULAR HOMES
JOB NAME: BLANCIARDO
MODEL: CEDARLAKE 1
SITE LOCATION: SOUTHOLD, NY
COUN¥(. SUFFOLN
ZIP CODE: 1197~
SEISMIC CATEGORY: B
SNOW LOAD (Pg): 45 pal
WJND SPEED (V~s): ]20 mph
PENN
HOMES CORI~ORATION
lST fLOOR EL[CIRICAL pi.M4
7/31/2007 10:54:38 AM
Project Number: i07-116
Builder: ~BEST MODULAR HOMES
Client: BLANGIARDo
Designer: KJP
,, ,R,~,~ I~,,,,,,.!,~,~,~!,~ ~!,., ;, BEDROO M//2
~Ext W~I! (FT) 25.72 8 54 30,4 25 29
Cfg Height (FT) 8 8 8 8 8
STATE j :
......... ~ '~" ............. ~'~.'~ .............. ~'6'~ ................... ~"~ ................... ~'.'~ 23 22 8 1 30.8 10 8' 61.8
0.33: ........ 0,0 8.'~J 0.0 0,0~ ~ 0,0
0.~] 0.0 ~ o.oJ 40 13.6! o.0 40~ 13
' 0.055~ 174 98 ~;¢ 60,¢ 331
. ~ 179.98 ' 9,9 171,52 9.4' 189.88~
............ ?~ ~¢ 0.0 ~,~,i 0-9~ ~¢998 8.0 171.52 0.0 189.86~
,Floors (U} , ~ -
Celhn9 (U ~
159.74 0 0
Infiltration
T~tal it)'× A)
Design Temp J
Heat Loss (UxAxT)
63.98! O.Oi
O0 6' 1277.92 20 51i.~-11 8
49 17
78
HWBB (550/FT) ,
266 O0 182 32
2128 34 1458
79
0.0 316.16
23 2529 28 40
105
4176 90151
Designer: ~KJP
roo'r "
:FM.}OM ~.:,O, FT~,:,~
Ext, Walr (FT)
C ~ He gh ('FT)
,Windows (U)
0,35;
0.33;
Doors (U)
0.1491
215.35
14.5 14,~
8
i o oi OD
0,01 O0
0 3581 00a 0.0
Ext Walls U) '
85,2i 00 61 22! 0 0
Floors (U) ! i :
Oi 215351 OOi 350 010
· ~ 215.3~i O01 350! O0
:Infiltration
: 0016i 1722.8! 28i
Total (U x A!
Design Temp [ 78
Heat Loss (UxAxT) 4172
EBB (2§o / FT)
HWBB (550! FT) i
45
76
6559
8
13
R,A, OR P.E, APPROVAL STAMP
JlJL ~
STATE APPROVAL STAMP
07-116I .....
BUILDER: NEST MODULAR HOMES
JOB NAME: BLANCIARDO
MODEL: CEDARLAKE 1
SrTE LOCATION: SOUTHOLD, NY
COUNI7: SUFFOLK
ZIP CODE; 11971
SEISMIC CATEGORY: B
SNOW LOAD (pg): 45 pal
WIND SPEED (V~s): 120 mph
PENN
HOMES CORPOPATION
HEAT C~LCULA'f]ONS
7/31/2007 11:04:56 AM
40' O'
12'-0"
L
I
\ B" X 16" PILASTERS REQ'D I
16"
AT 12' 0" OC. MAXIMUM ~'~,,X CONG. FTG. W/ 8" BLOCK I
WI-IEN BACKFILL EXCEEDS X 20" GONG, FTC, W/ 10" CLOCK I
5' 0" W/ B" BLOCN 12" X 2(' GONG, FFG, W/ 12" CLOCK I
B' 0" W/ 10" BLOCK I
T 0" W/ /2" BLOCK I
i '
HOLD DIM, I
0~2~]=~] 0'-8" .j 0'-8" I
I
HOLD DIM. HOLD DIM.
I
9' J" 10L1'' .~ 8'-4" . 1'-8'~' 4 10'-8" I
r--I-- -' r .... ~ r- ....... ~
I I I
m r
L---- L-- __'____ ~U L 1
i
"~5 1/2" STEEL COLUMN
%CONCRETE FOOTING DIMENSIONS 18 PILASTER REQUIRE
'~TO BE DETERMINED BY OTHERS PER FOR WIND COLUMN I
LOCAL SOIL CONDITIONS & CODES I
I
I
I
I
MAB23 ANCHOR'S 8 22" O.C.
ALONG ENDWALLS & 8 50" O,C.
2 X 6 OR 2 X 8 CONT. SILL PLATE ALONG SIDEWALLS I
FASTENED TO FOUNDATION WALL ~----~. I/
10" WITH 1/2" X 16" ANCHOR BOLTS ~
DRAWN AS BLOCK
NOTES:
I. THIS FOUNDATION IS SUGGESTIVE ONLY.
ACTUAL PLAN IS SUBJECT TO LOCAL SOIL
CONDITIONS AND CODES.
2. PLH IS NOT RESPONSIBLE FOR MATERIALS
AND CONSTRUCTION IN THIS DRAWING.
5. PLH SHALL BE NOTIFIED WHEN STRUCTURAL
ALTERATIONS, SUCH AG ADDING STEEL BEAMS
TO CHANGE THE NUMBER OF AND/OR THE
SPACINGS OF SUPPORT COLUMNS, ARE INCLUDED
JN THE FINAL FOUNDATION DESIGN.
HP ER kOAD NG::
I 3632 1884 5518
2 7590 3938 11827
3 7233 3084 10317
4 3927 1369 5296
5 53~7 2069 7436
6 2932 733 3864
A (Load Bearing W~ll) 885 348 1025
B (Gable End Wall) 51 171 222
C (Load Bearing Wall) 655 846 1825
D (Gable End Marl) 51 171 222
C
RA OR PE. APPROVAL STAMP
JUL
STATE APPROVAL STAMP
07-116I .....
BUILOER: BEST NOOULAR HOMES
JOB NAME: BLANGIARDO
MODEL' CEOARLAKE 1
91TE LOCATION: SOUTHOLD, NY
:OUN1Y: SUFFOLK
~IP CODE: I 1971
SEISMIC CAfECORY: B
SNOW LOAD (Pg): 45 psf
WIND SPEED (V~s): 120 mph
PENN
LYON
HOME8 CORFOR&TION
FOUNDAIlON PLAN
7/31/2007 11:00:40 AM
~(2x10) 5'-1" LONG
~ I X II I PINE RISERS & TREADS
I[ I ~"====r ! ~ 8 5/16" RISE
II~ d M I~1
PINE RISERS_ ~ TREADS
7-15/16" RiSE
9" TREAD
1 1/4" NOSING
SNOW LOAD (P~): 45
PENN
LYON
~0~ ~TIO~
~NR D~L
7/31/2007 12:15z43 PM
CC264715
A13770!
(4) #§ × 3" TOE SCREWS~
USE O) R2.5 CLIP & EADH TRUSS TO SIDEWALL~x
TO FASTEN
-USE (1) ~8 x 3" TOE SCREWS
TO FASTEN EACH TRUSS TO UATEWALL
USE (4) #8 × Y TOE SCREWS~
TO FASTEN EACH TRUSS TO SDEWACL~
RCBh (I) 1 5" x 9.25" LVL=
(7) #8 x S' TOE SCREWS
TO FASTEN EACH KNEEWALL TO TRUSS
CC264715
(~) TYPICAL 2-BOX CROSS SECTION
R.A. OR P,E, APPROVAL STAMP
JUL $ $
STATE APPROVAL STAMP
07-116 ....
BUILDER: BEST MODULAR HOMES
JOB NAME. BLANGIARDO
MODEL: CEDARLAKE 1
SflE LOCATiON~ SOUTHOLD, NY
COUkrp(: SUFFOLK
ZIP CODR: 1197~
SEISMIC CATEGORY', B
SNOW LOAD (PC). 45 gsf
MIND SPEED (Vs~): 120 mph
'ENN
HO~.~ CORI~ORATION
CROSS SECTION
7/31/2007 12:26:13 PM
Residential Door schedule 1% of wall opening Height
Op~nS~ze ~oughOp~nlnR AAanuf~cfurer Typ~ ~em~rks "U" Area ISqFtL[gh~ SqFtVenflAirInfil hP~a?[n9 8'-0" 9'-0" I ~0'-0"
Op~nSize Rou~hOpenln9 ~anufac*ur~r Typ~ I ~"~<~ "U" I ~ 5qFtDghlSqFtVent Ai. Znfil, DPRatm9 ~ ~:;:;~ ,; ~
........................................................................................... ~'~ i'~'~"~ ~i~'i"W'i'~ ~ ~'~'"~"~'H'~'~ ~'i'~ ...............................................................................................................................
Open Size I Rough Opening ~ M~nufacturer Type ~ Remarks "U" Area~SqFtbighJ SqFtVent A~r InfiL bP R~ting 5qFtM~x Room
2/4 X2/10126 1/4"W x 37 1/4"H Si[verline Double Hung 0.35 6,8 4.1 2 2 01 50 32,5
2/8 X5/2j34 1/4"W x fi5 1/4"H Si[~rline Double Hung Egress 0.35 J5,5 11.1 5.9 01 50 137.5
07-116J ~ ....
1% of Wall Opening Height
Residential
Door
Schedule
EXTERIOR DOORS ~
OpenSize ~ouRhOp~nmnR k~anufacturer Type gemorks "U" Area SqFtLl~hl 5qFtVent Airll~fil. bPRatmg ;
R,A, OR P,E, APPROVAL S~A~P
INSULATION SCHEDULE
¢45 x 90): (OS~ X ,10) ~
,o~,+ .oo~ ~ ~.o~ ~PENN
rLYON
HOME~ ~TION
7/31/2007 11:17:33 AM
BUILDING ELEMENT ]~PE OF FASTENING QUANTI~ AND LOCATION
FLOOR
FASTENING
DUOFAST DETL.
STOCK #
(RESIDBNII&L ONLY) 8" R24
LEDGER STRIP mo INNER NAIL .3 1/4" X .131" OC.
BAND JOIST
JOIST TO OUTER RAND JOIST NAIL `3 1/4" X .131" S DIRECT ( EACH JOIST ) 02¢
DOUBLE PERIMETER RANDS NAiL O ~/4" X .1`31" 12" O.C. STAGGERED DIRECT R24
DOUBLE JOIST ( HEADER ) NAIL .3 1/4" X .151" ,3 DIRECT ( EACH JOIST ) 024
" B 90% ON ALL JOISTS
19/32" & 23/32 O.S, . GLUE EXCEEDS AFG-01
SUBFLOOR UNDEREAYMENT 7/16" X 2" 16 GA STAPLE 2 1/2" o.0, EDDES AND 76640RIII
4" o D FIFI D
TO FLOOR JOISTS 7d RING SHANK 6" o,o. EDGES AND 12" O,D. B2~r
FIELD
CEILING/ ROOF
5/16" OR 1/2" DRYWALL TO FOAMSEAL ( SEE NOTE ) 1 1/8" BEAD
P, FII 1ND ,lOlgT%/ TRLIR%FS
1 7/8' LONG, 0.0915 DIA SHANN, 7" O,C. DIRECT EDGES, & FIELD.
5/8" DRYWALL TO CEILING W,r HBARS
JOISTS/ TRUSSES 1 1/4" SCREWS, 8 GA, SCREWS 7" O.C. EDGES ~ FIELD ,5102
3/6" PLY, & 7/16" OSB 7/1§" x 1 1/2" 16 GA DALV. STAPLE 4" OC. EDGE 8" O.C. FIELD 1648
FELT TO SHEATHING I/2" x 5/16' 20 GA GALV, STAPLE 24" O.C. DIRECT 5010C
SBINOLES TO SHEATHING 1" X 1 1/4" 16 GA STAPLE 4- EACH SHINGLE 1740GRIll
1 1/4" X ,120 DIA NAIL 4- EACH SHINGLE 5561
W/ .SR~ DIA HEAD
DRLP EDGE TO SHEATHING 7/16" X 1 1/2" 16" O,C, DIRECT '648CR
16 GA GALV. STAPLE
TRUSSES TO EXT, WALL NAiL 3 1/4" X .131 3 IOE-NAIL 024
CEILING BAND JOIST NALL 5 1/4" X .1`31 TOE-NAILED 16" O,C, 024
TO PERIMETER WALLS
50 GA GALVANIZED METAL ROOF 7/16" X P' 19 GA GALV.STAPLE 8" O,C.
TO PERIMETER BAND
METAL "J" RAIL TO PERIMETER 8AND #R X 1" HEX HEAD 6ALV, SCREW 8" O,C.
CEtUNG JOIST TO PERIMETER BAND 3-0,13P' DIA. X 3 1/4" 024
NAILS / JOIST END
1) POWER DRIVEN FASTENERS SHOWN IN THIS SCHEDULE
PROVIDE EQUIVALENT STRUCTURAL PROPERTIES TO
FASTENERS SPEOIFIED IN THE RCNYS FASTENING
SCHEDULES. ANY CONNECTIONS NOT SPECIFICALLY MENTIONED IN
THIS SCHEDULE SHALL COMPLY WITH RCNYS FASTENING OR SHOW
COMPLIANCE WITH ACCEPTABLE NDS OR RCNYS DESLGN CRITERIA.
SUCH FASTENING SHALL BE SPECIFIED ON THE APPROPRIATE SECTIONS
AND / OR DETAILS WITH SUPPORTING CALCULATIONS PROVIDED
IN THE CALCULATIONS MANUAL.
SCHEDULE
BUILDING ELEMENT
I~PE OF FASTENING
QUANTITY AND LOCATION
DUOFAST DETL,
STOCK #
EXTERIOR AND INTERIOR WALLS:
SOLE PLATE TO STUDS NAIL `3 1/4" X .131 2 DIRECT 024
TOP PLATE TO STUDS NAIL 5 1/4" X .131 2 DIRECT 024
GLUE EXCEEDS AFG-01 90% ON STUDS AND pLATES
5/32 OR 1/4" PANELING 3/16" X 1" 19 GA STAPLE 2' O.C. DIRECT, EDGES 6" O.C. 64`32CR
TO FRAMING DIREOT, FIELD
1/2" 11 GA RiNG SHARK 4" O.C. DIRECT, EDGES
NAILS ¥¢/ 7/16" HEADS 7" O.C, FIELD
1/2" DRYWALL TO FRAMING 1/4" SCREWS 6 GA. SCREWS 12" O.D, FIELD 5102
12" 0C. EDGE
:OAMSEAL (SEE NOTE) P' BEAD
7/16" FIBERBOARD 1" W/ 1 1/4' CROWN 3" O.C. DIRECT, EDGES 1740CR
TO EXT. WALL GALV. STAPLES 6" O.C. FIFI D
THERMOPLY SHEATHING P' W/ 1 1/4" CROWN 6" O.C, DIRECT, EDGES 1740CR
BALV. STAPLES 1~" OC. FIFID
=L~NOOD OR 7/16" OSB 7/16" X 1 ~/2" 16 GA STAPLE'6" O,C. DIRECT, EDGES 76
I2" 0¢, FIFID
SHEATHING
HEADERS NAIL 3 1/4" X .131 16" O.C. STAGGERED 2 DIRECT O24
FND,/ MFMNFR
INSULATION TO STUDS 1/2" X 5/16" 20 GA STAPLE 2 AT TOP OF BAlT 5010C
AND 8" O.C. EDGES
"RESIDENTIAL" WINDOW 3 1/8'" FINISH NAIL 16" O.C, DIRECT
TO EXT, WALL
ALUM, OR VrNYL HORIZ, SIDING 1 7/8" ALUM COIL NAiL 16" O.C. DIRECT 7632CR
7/16" X Y' lflGA. OAIV,
STAPLE 7/16" X 1" 8" O.C. DIRECT VERT.EDGE
019 ALUM.OR .0lO
STEEL VERT. SIDING SCREW l~B X 1" 24" 0 C. DIRECT EA. STUD
EXT. WALL TO FLOOR NAIL 3 1/4" X .131 12" O.C. DIRECT 024
NON-REARING INT. NAIL 3 1/4" X .131 16" O,C. DIRECT 024
WALL TO FLOOR
EXT, WALL TO EXT. WALL NAIL 3 1/4" X .131 0" O.C DIRECT 024
INT. WALL TO EXT. WALL NAIL 3 1/4" X .151 0" O.C. DIRECT 024
LNT, WALL TO INT. WALL NAiL 3, 1/4" X .131 24" O.C. DIRECT 024
( NONBEARING ONLY)
SINGLE TOP PLATE 3" X B" X 0,036 pLATE 3 8d NAILS EACH SIDE
EACH JOINT
SINGLE TOP PLATE AND 2 X 14" WOOD BLOCK 5- 7/16" X 3" X 14GA OR lOd
ALL BOTrOM PLATES RAILS EA.SD,OF SPLICE
STATE
OR P.E, APPROVAL STAMP
07-116I .....
BUILDER: BEST MODULAR HOMES
JOB NAME: BLANGIANDO
IODEL: CEOARC&KE i
SITE LOCATION: SOb~HOLD, NY
COUNTY. SUFFOLK
ZIP CODE 11971
SEISMIC CATEGORY: B
SNOW LOAD (Po), 45 p~f
WIND SPEED (V~s): 120 mph
PENN
LYON
HOMF~ CORPORATION
7/3112007 11:27:27 AM
CAFE MARRIAGE WALL HEADERS
CAFE FLOOR GIRDER SPANS 45 PSF GROUND SNOW LOAD
45 PSF GROUND SNOW LOAD
Members (per module) 12' Modules Load IPLF) 14' Modules Load (PLF) 16' Modules Load (PLF) Members (per module) 12' Modules '[4' Modules t6' Modules
2} 2X4. SPF #2 . 2.74 2 43 _. 2 20
(2~) 2X8 SEE#2 .... 3.26_ 912 2 99 _ .049 _ 278 . _ 1186
(2) 2X10 SPF #2 4 15 912 3 81 1049 3 55 1186 2) 2X6 SPF #2 4.31 3 82 3 46
............... SPF #2 5 60 5 04 4 56
4 64
(2L2X12 SPF #2 505 912 1049 4.32 1186 2) 2X8
..... ~ ...... 212X10 SPF#2 725 643 582
.... 9t2 ......... 212X12 SPF#2 881 7.82 7.08
(2_) 1 1 9'?(_9/ #'__LVL (E=_2~O)__ 10 67 . _ 10.13 1049 9.69 1186
2 1 /2" X111/4" LVL E=2.01 12.97 912 12.32 1049 11.79 ~ 1186
(2) 1 1/2" x 14" LVL (E=2 0) 16 14 912 15.34 1049 14 60 1188
[ 12) 1 1/2" X 51/2" LVL (E=2 01 7 46 7 09 6.78
:211 1/2" X 91/4" LVL (E=2 0) 1254 11 92 11 40
Members (per modple) !2' Modules Load (PLF) 14' Modules Load (PLF) 16' Modules Load (PLF) ~ X 11 1/4" LV~ 15.26 1449 13.86
(3) 2X6 SPF ¢2 4 28 912 3.88 1049 3 57 1186 Spans in feet, 8a~ed on maximum trues reaction with 30 PSF atbc storeqe load
(3) 2X10 SPF#2 5.46 912 4.95 1049 4 56 1186
(312X12SPF#2 6.64 912 6O2 1049 5.54 1186 CAPE CEILING BEAMS
(3) 1 1/2"x 9/14" LVL (E=2.0) 12 21 912 11 60 1649 11.09 1186
(3) 11/2"X111/4"LVL(E=201 1485 912 14.11 1049 13.49 1186 45 PSF GROUND SNOW LOAD
(3} 1 1/2" 14" LVL (E~2 O) 18.48 912 17.56 1049 16.79 1186
Members (per mo~iule 12' Modules 14' Modules 16" Modules
Vlembers (per module} 12' Modules Load (PLF) 14' Modules Load (PLF) 16' Modules Lead (PLF) [!) ~x8 SPF #2 4133 .. . 37,50 . ~ . 34,63
',1 ) 2X10 S PF #2 52 74 4784 44.18
]412X8 SPF #2 5 30 912 477 1049 4 36 1186 :112X12 SPF#2 84.14 58.19 53 73
;4_) 2X10 ~P~: #2 _ _ 6 77 _ 912 5 08 __ ~048 . 5 58 _ 1186 __ 11) ! !/2"x ~' ~/4"_LVL (~--~ O~ 91 65 84 8¢. 79 3~
:4121~ 2,SPF#~2. _ _8..2.~ . 912 740 1049 8_76_ __ 1188 (111 l/2"X91/4"LVL(E=2.0) 11536 10881 9991
[4~1 1 2"X 9 / 4" LVL {E=2 0 1344 9_!& 2 77 1049 12 21 1186
.... 1635 ........ 912 15.53 1049I 1485 1186
',4) ! 1/2_': ~ ~/4" LVL~E=2.0) --104~ I ..... (2) 2X8 SPF #2 68.17 60 50 54 75
r411 UR"X 14" LVL{E=2.0/ 20.34I ~J~ 1186 ....
912 19.32 . (212XI(J SPF #2 _ . 86.97 ........ 77.19 _ 69.85
Spans based ea maximum truss reac6on wSh 36 PSF attic storaqe lead ] (2) 2X12 SPF #2 10578 9388 84.98
CAPE FLOOR GIRDER SPANS (~1 1/?L?I/4:L¥~L~=~?) 798 112.07 107.20
(~) ~ 112")~ ~ 1/4': LVL (?~.01 _. 50 53 ..... 142.99 _ 136.77
FLOOR LOAD ONLY (211 1/2'Xll 1/4"LVL(E=3.O) 183.06 173.9'1 168.34
Members (per module) 12'Modules~ Load(PLF) 14'Modules Load(PLF) i tS'Modules Load(PLFI (3)RXSSPF#2 93.51_ 8350 . 7488 I
(~) 2X8 SPF ¢2 .... 6.00_. _ 390 5.,15 .._ 448 5.02 490 (~) 2)~10 SPF #2 . - _1J4 21 " 10~74 !'-- ~.53
(2_)2XlOSP~F#2 _ 785 . 3.90 .8_98 _ . 440 I 6.#0 49¢ (312X12 SPF#2 13243 12281 11469
(21 2X12 SPF #2 9.31 390 8.46 440 I 1661' 490 (311 l12"×7114"LVL(E=2.01 135.06 12829 12271
(21 1 1/2" × 9/14" LVL (E=2.0) 14.74 390 1418 440 1737696 490 (311 1 2" X 9 1/4" LVL E=~.O _ ~232 1~3_ 68 156.56 07-116 ....
(211 1/2" X 11 1_~4" _LVL (E=2 O . _ 17.92 -I 390 . 1722 440 ~ 490 (311 1/2" X 11 1/4" LVL (E=2 O) 20957 19908 190.41
(2) 1 1/2" x 14" LVL (E=9 O) 22.30 ' 390 21.42 440 20 87 490 Spans In inches, based on maximum truss reaction wiM130 PSF attic storaqe load
i ~ CAPE MARRIAGE WALL COLUMNS ~A OR ?.E APPROVAL STAkCP
Vlembers (per module) 12' Modules J Load (PLF) 14' Modules Load (PLF) I 16' Modules Load (PLF) 45 PSF GROUND SNOW LOAD
~31 2X12 SPF #2 13.02 ~ 390 11.75 440 1075 490 M em~ L~e~r s (Der mq~du~le} 12' Modules t4' Modules t6' ~sd~ules CapsFi!Y
',31 I 1/2" X 9/14" LVL (E=2 O) 16 87 390 16.20 440 15 63 490 (112X4 SPF ¢2 260 231 1 89 958
Members (per module 12' Modules Load (PLF) 14' Modules Load PLF) 16' Modules Load (PLF) (1) 2x6 SPF #2 286 231 1 89 956
',4) 1 1/2" X 9/14" LVL (E=2 O) 18 57 390 17.84 440 17 21 490 (8) 2x8 SPF #2 23 aa 2054 1852 5738 STATE APPROVAL STAMP
CAPE EXTERIOR WALL HEADERS CAPE EXTERIOR WALL COLUMNS
45 PSF GROUND SNOW LOAD 45 PSF GROUND SNOW LOAD
[21 R×4 SPF #2
(3~2X4 SPF #2 3,30 2,98 270 [2, 2X' SPF #2 t053 89§ 779 390418 ~ PENN
Members (per module) 12' Modules 14' Modules 16" Modules
'.!)~XSSPF#2 ' 41 33 .. . 37.50 . ~ . 34.63
',1 ) 2X10 S PF #2 52 74 4784 44.18
',112X12 SPF#2 84.14 58.19 53 73
11) ! !/2"x ~' ~/4"~LVL (?~0L 91 65 84 8¢. 79 3~
(111 1/2" X 9 1/4" LVL (E=2.0) 115 36 108 81 99 91
(111 1/2" X 11 1/4" LVL (E=2.0) 137 83 127 60 119 36
2) 2X8 SPF#2 . __ 68.17 _ 60 56 54 75
(2) 2XI(J SPF #2 _ . 86.97 ........ 77.19 _ 69.85
(2) 2X12 SPF #2 10578 9388 84.98
(~ 1 l/?Lx 7 1/4: L¥~LIE:2:0) 798 112.07 107.20
(~) ~ 112")~ ~ 1/4': LVL (?~.01 _. 50 53 ..... 142.99 _ 136.77
(211 1/2'X 11 1/4" LVL (E=3.O) 183.08 173.9'1 165.34
(312X8 SPF #2 93.61_ 83 50 . 74 89
(~)2)~IOSPF#2 . - _1J421 " 10~74 !'-- ~.53
(312X12 SPF #2 132 43 122 81 114 69
(3) 1 1/2" × 7 1/4" LVL (8=2.0) 135.06 128 29 122 71
(311 1 2"X91/4"LVL E=~.O _ ~232 1~3_68 156.58
(3) 1 1/2" X 11 1/4" LVL (E=2 O) 209 57 199 08 190.41
Spans [n inches, based on maximum truss reac6on wiM130 PSF attic storaqe load
Members (per module} 121 Modules Load {PLF) 14' Modules Load (PLF) 16' Modules Load (PLF)
(2~) 2X8 SEE #2 .... 3.26_ 912 2 99 _ .049 _ 278 . ~ 1186
212X!p SPF #_2 . 41fi ..... 912 .381 __ 1_049 355 . 1186
4 64
(2L2X12 SPF #2 585 912 _ __ 1049 . 4.32 1186
2_) 1 1 2'~_9/ 4"__LVL (E=_2~O) 10 67 . _ 10.13 1049 9.69 1186
(2) 1 1/2" x 14" LVL (E=2 O) 16 14 912 15.34 1049 14 60 1188
[
M~mbers (per modple) !2' Modules Load (PLF} 14' Modules Load (PLF) 16' Modules Load (PLF)
3) 2X6 SPF #2 4 28 912 3.88 1049 3 57 1186
(3) 2X10 SPF#2 5.46 912 4.95 1049 4 56 1186
3) 2X12 SPF #2 6.64 912 6 02 1049 5.54 1186
(3) 1 1/2" X 9/14" LVL {E=2.0) 12 21 912 11 60 1049 11.09 1186
(3) 1 1/2"X 11 1/4" LVL(E=2 O) 14 85 912 14.11 1049 13.49 1186
3} 1 1/2" 14" LVL (E~2 O) 18.48 912 17.56 1049 16.79 1186
Vlembers (per module} 12' Modules Load (PLF) 14' Modules Load (PLF) 16' Modules Lead (PLF)
14) 2x8 SPF #2 5 30 912 477 1049 4 36 1186
14_) 2Xl 0 ~P~: #2 _ _ 6 77 _ 912 5 08 __ ~048 5 58 _ 1186
:4121~ 2_ SPF #~2. _ _8..2.~ . 912 7 40 1049 8_ 76_ __ 1188
[4L1_ 1 2" X 9 / 4" LVL. ...... (E=2 0 13 44 9_!& __2 77 .... 1049 ¢- 12 21_ 1_188
1635 912 15.53 1049 I 1485 1186
¢4) 1 I/2"X 14" LVL{E=2.0) 20.34 912 19.32
7/31/2007 12:11:50 PM
1) DWV SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH PBSOB,5
2) WATER SUPPLY SYSTEMS SHALL BE TESTED IN ACCORDANCE WHH P2503 B PART # DESCRIPTION
3) DRILLING AND NOTCHIND SHALL COMPLY WITH P2B03 2 __
A) PIPING SHALL BE PROTECTED FROM DAMAGE PER P260B.2,1 1 1 I/2" PIPE
5) PIPING SHALL BE PROTECTED FROM FREEZING PER P260B 6 2 2" PIPE
B) PIPING SHALL BE SUPPORTED AT DISTANCES NOT TO EXCEED PROSE INDICATED IN TABLE P2605,1 3 [ B" PIPE
7) WADER SERVICE PIPES, WATER-DISTRIBUTION PIPES AND NECESSARY CONNECTIND PIPES, FllTINGS, CONTROL -- 'i-I 1 1/2" P-TRAP
VALVES, FAUCETS AND ALL APPURBENANDES USED TO DISPENSE WA~R INTENDED FOR HUMAN INOESFDN
5 2" P-TRAP
SHALL BE EVALUATED AND LISTED AS CONFORMiND TO BFIE REQUIREMENTS OF ANSI/NSF 6U __
8) PEASTIC TUBULAR FJTNNDS SHALL CONFORM TO ASTM ABC (TABLE P2701,1) 6 1 1/2' LT ELL
9) TAIL PIECES SHALL BE 1 1/2" (MIN) AND CONFORM TO P2703 7 ! B' LT ELL
10) ACCESS TO CONNECTIONS SHALL BE PROVIOED PER P2704 I;B ' 3" LT ELL
H) STANDPIPES SHALL BE 18" (MIN) TO 42" (MAX) AND SFIALL COMPLY WITH P2706.2
'9 1 1/2" ELL
12) PLUMBING FIXTURES, FAUCETS AND FIXTURE FffFINGS SHALL COMPLY WITH TABLE P270NT
10 2" ELL
IQ) SHOWERS SHALL COMPLY WITH P270B. NRNIMUN DIMENSION SHALL NOB BE LESS THAN 30'. __
MINIMUM AREA SHALL NOT BE LESS THAN 900 SQUARE INCHES, I1 5" ELL
14) SHOWER CONTROL VALVES SHALL BE ANTI SCALD AND COMPLY WITH P2708.5 12 1 I/2" LT TEE-~Zfi:
iD) EAVANTN¥ WASTE OUTLETS SHALL COMPLY WITH PZ711 ~3 2" LT TEE-~E
16) WATER CLOSETS SHALL COMPLY WIBA P2712
17) BATHTUB WASTE OUTLETS AND OVERFLOWS SHALL COMPLY WITH P271S 14 5" LT BEE-~E
18) FOOD-WASTE GRINDER WASTE OUTLETS SHALL COMPLY WITH P2716 __ 15 1 1/2" SAN-TEE
~9) DISHWASHIND MACHINE PIPING SHALL COMPLY WlTlt P2717 1§ 2" SAN-TEE
20) CLOTHES WASHING MACHINE BACKFLOW PROTECTION SHALL COMPLY WITH P2718 ii7 3" SAN-TEE
21) WHIRLPOOL BATHTUB INSTALLATION SHALL COMPLY WITH P2720 118 2" X 2" x 1 1/2" LT TEEJ~FE
22) WATER HEATERS AND INSTALLATIONS SHALL COMPLY WITH CHAPTER 28
23) WATER HEATER RELIEF VALES SHALL COMPLY WITH P280B 119 3" X 3" X 1 1/2" LT FEE-~E
24) AIR GAPS SHALL COMPLY WITH P2902 AND TABLE P2902,2.1 20 B' X 3' X 2" LT TEE-~E
25) MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES ANO FIXTURE 21 2' X 2' X I 1/2" SAN-TEL
FININGS SHALL COMPLY WITH TABLE PBgOB 2 22 3" X Q" X 1 1/2" SAN-TEE
26) WATER SUPPLY FIXTURE UNITS SHALL BE DETERMINED PER P29O&B 23 3" X 3" X 2" SAN-TEE
27) MATERIALS, JOINTS, AND CONNECTIONS SHALL COMPLY WiTH P29OA
28) WATER SERVICE PIPING SHALL COMPLY WiTH TABLE P2SBA.4,1 2~, 2" X I 1/2" REDUCER
29) WAFER DISTRIBUTION PIPING SHALL COMPLY WITH TABLE P2904.5 25 B" X 1 1/2" REDURER
30) PIPE FIFrlNGS SHALL COMPLY WITH TABLE P29O,E6 26 3" X Z' REDUCER
B1) SOLDERED JOINTS SHALL CONFORM TO ASTM B 828. SOLDER SHALL BE LEAD FREE. --27 A" X Q" CLOSET FLANGE
32) PIPE AND TUBING SUPPORT SHALL COMPLY WITH SECTION P2605 28 I 1/2' TUB OVERFLOW - - pROJECT NO
331 D~N SYSTEM SHALL BE PROTECTED FROM FREEZING PER PSO01.2I
34) DWV PIPING AND FD~ING MATERIALS SHALL COMPLY WITH TABLE PDO02.1 29 1 1/2" CONY WASTE 07-1 16, ....
35) PVC JOINTS SNALL COMPLY WITH PBOOB.B,B2 .~0 1 1/2" N5 ELL
36) DRAINAGE SYSTEMS SHALL COMPLY WITH P3005 ,~l 2" N5 ELL
.]7) DrRECTION CHANGES SHALL COMPLY WITH TABLE PBOOS,1 52 3" 45 BLL
38) HORIZONTAL DRAINAGE PIPING SLOPE SHALL COMPLY WITH PBO05,3 IB]3 B' ROOF ELANGE RA OR P,E. APPROVAL STAMP
39) VENE CONNEETiORS AND GRADES SHALL COMPLY WITH PBIO,L
LO) MAXIMUM DISTANCE OF FIX~JRE TRAP FROM VENT SHALL COMPLY WITH TABLE P5105.1. 3N 1 1/2' COUPLING .~~..
Al) WET VENTS SIZED PER TABLE PBIOB,B 35 2" COUPUNG
42) VENT PIPES SIZED PER PS113 ]6 B" COUPLING
A3) AIR , M ANCE VALMER ARO ,RSTALLAT,O,D SHALL CD,PLY W.. PB.A ,. B' CAR
A,I THAPS AND BR¢ ARMS SHALL COMPLY W.H LADLE P;BO, T 3,, , ,/," OEEA,-OUF PLUD
I
DRAINAGE LINES STUBBED BELOW FIRST FLOOR FOR CONNECTION IN FIELD DY OTHERS 3i9 2' CLEAN-OUT PLUG ¢ -,,:=~b
48) WATER SUPPLY LINES STUBBED BELOW FIRST FLOOR FOR CONNECTION IN FIELD BY OTHERS 4'0 3" CLEAN-OUT PLUG~---~2<'Y~ ~%/.~~~V~X~5~$1B~'c'~/~ --
ALL UNDER-FLOOR HORIZONTAL SUPPLY LINES INSTALLED BY OTHERS AND INSPECTED LOCALLY. N1 3" DBL SAN-TEE ~//
47) BELOW-FLOOR HORIZONTAL DRAINAGE LINES INSTALLED IN FIELD BY OTHERS AND INSPECTED 42 3" X 3" X 2" X 2" DeL SAN TEE
LOCALLY. ~" X
48) PLUMBING TESTS OF COMPLETED SYSTEM PERFORMED IN HELD BY OTNERS 43 X I 1/2" X I 1/2" DBL SAN-TEE
49) SHUT-OFF VALVES iNSTALLED ON EACH SUPPLY LINE AT EACH FIX~RE 44 2' DBL SAN-TEE / ~ ~ ~l~1~7
50) CRAWL SPACE PIPING SHALL BE PROTECTED FROM FREEZIND iN FIELD BY OTHERS, 45 ¢" PIPE STATE APPROVAL STAMP
4,D ¢" X 4" X 2" LT TEE-WYE
47 4" X 4" X D" TEE WYE
418 4" CLEAN-OUT PLUG
4~9 4" TEE-~E
DO 4" X 2" REDUCER
51 4" X 5" REDUCER
5]2 N" X 4" X d" LT TEE-WYE ~E mD,Ut.o,
55 ¢" X 4" X 3" SANT TEE
5W 4" X 4" X 3" X S" DBL SANT TEE
55 4" ELL BUILDER, BEST MODULAR HOMES
5¢ 3" X 4" REDUCING ELL JOB NAMEr BEANGIARDO
52 N" X 4" X 5" LT TEE-WYE MODEL: CEDARLARE I
58 4" LT ELL SITE LOCATION: SOUTHOLD, NY
5B 3" DBL FIXTURE FITTING COUN~R SUFFOLK
~D 3" DRL 1/4 BEND ZIP CODE: 11971
~11 5" WYE SEISMIC CATEGORY: B
62 4" WYE SNOW LOAD (Ps): 45 pst
6~ N" 45 ELL WIND SPEEO (V~s): 120 mph
R" PENN
RLYON
HOI~.,S CORFORATION
PLUMBING NOTES
PART # DESCRIPTION
1 1 I/2" PiPE
2 2" PiPE
3 5" PIPE
~- I 1/2" P-TRAP
5 2" P-TRAP
6 1 1/2' LT ELL
7 2" LT ELL
;B 3" LT ELL
'9 1 1/2" ELL
10 2" ELL
11 3" ELL
12 1 I/2' LT TEE-WYE
13 2' LT TEE-~E
14 5" LT BEE-~YE
15 1 1/2" SAN-TEE
16 2" SAN-TEE
27 A" X Q" CLOSET FLANGE
28 1 1/2' TUB OVERFLOW
29 1 1/2" CONT WASTE
.~0 1 1/2" 45 ELL
6D 5" DBL 1/4 BEND
7/31/2007 12:13:04 PM
] SHOffER H~D ' 1/2" SHOWER H~O ' ~1/2'
~ ~ ( ~ AN~-S~LD VALVE ~W-SCALD VALVE
OVERFLOW D~IN VANI~ DRAIN ~ ~/2' ~- ~~ PLUMBING ALL SHOWERS ALL SHOWERS
~ 5HOWEK u~.~ ~ CONNECT TO
TUB/SHOWER SHOWER BATHROOM VANI~ CLOTHES WASHER INI ~ I
FLOOR ~ ) SUPPLY ~OOR~ ) I
2" VENT FOR GAP C ~1/2X / , NON-HaERDOS LOCATION
"TRAP D~ DRA~N L]N~ HNISHED~~ ~
WATER CLOSES KITCHEN SlNK/DISHWASHER/D~SPOSAL
E BAIN VENT WASHER PAN BATHROOM VANI~ WA~ER HEATER AT FINISHED ~OOR
GRINDER j QNNECIIONS TO SINK H~RE
~ 1/2" AIR AND WASHER HOOK UPS ~CONNECTIDN ~ ~1/2~
~E-B~NCH FI"lNg~ ~IR gAP FI'lNG C ~/2" I/2' AIR CHAUBER
KITCHEN SINK/DISHWASHER/DISPOSAL ~BUTOFF V~VE
KITCHEN SINK COUNt: SUFFOLK
VENT THRU ROOF DgAIL
CLOTHES WASHER WATER CLOSET DISHWASHER/DISPOSAL z~P CODE: 11971
SEIBM[C CATEGORY: B
SNOW LOAD (Pc): 45 pst
WIND SPEED (V~s)' 120 mph
PENN
'LYON
It01~.,8 CORPORATION
PLUMBING DETAILS
2" P T~P~ OISHWASHER
7/31/2007 12:14:53 PM
FLOOR SYSTEM
w/ MATELINE OIRDER HELD
BACK DEPTH OF WIND
COLUMN (16"-18")
CONNECT TOP CHORD OF TRUSS
TO RIDGE SEAM w/
(1) SIMPSON H1 w/
(6) 8d x 1~" NAILS TO TRUSS
(4) 8d NAILS TO RIDGE BEAM
FOR 1ST 10'
ROOF DIAPHRAGM CONSTRUCTED
OF ~" SHEATHING AND FASTENED
4" O,C, FIELD &
3" O,C. EDGE SPACING
w/ FULL BLOCKING FOR
THE 1ST 10'.
(2) PRESSURE TREATED 2'xG"-
PLATES A1TACHED TO CMU
FOR FLOOR GIRDER BEARING
10" CMU PILASTER REQUIRED~
AT WIND COLUMNFOR FLOOR ~.
GIRDER SUPPORT ~
R.A, OR PiE. APPROVAL STAMP
STATE APPROVAL STAMP
07-116 .....
BUILDER: BEST MODUUNR HOMES
JOB NAME: BLANCIARDO
MODEL: CEDARLAKE 1
SIrE LOCATION: $OUTNOLD, NY
COUNt: SUFFOLK
ZIP CODE; 11971
SEISMIC CATEGORY: D
SNOW LOAD (Pc): 45 psf
WIND SPEED (V~s): 120 mph
WIND COLUklN DETNL ~1
7/31/2007 12:17:29 PM
CLOCKING CONNECTED w/
SIMPSON Z4 CLIPS w/
(2) /6d NAILS PER CLIP
NOTE: CLIPS REQUIRED EVERY
OTHER BLOCK
R,A. OR P.E. APPROVAL STANIP
ALTERNATE BLOCKING FASTENED
TO END GRAIN THROUGH TRUSS
WIND COLUMN A17ACHED TO
FLOOR GIRDER w/
(58) 0.131"× 5~:' NAILS
(19) NAILS PER SiDE
STATE APPROVAL STAMP
TOP OF WiND COLUMN CONSTRUCTED
w/ A NOTCH TO REQEVE RIDGE BEAM
BOTFOM OF WIND COLUMN CONSTRUCTED
NOTCH TO RECIEVE FLOOR GIRDER
WIND COLUMN ARACHED TO
RIDGE BEAM w/
(24) 0,151" x 5t" NAILS
(12) NArLS PER SIDE
BUILOER; BEST NODULAR HOMES
JOB NAN~E: BLANGIARDO
MODEL: CEDARLAHE 1
SITE LOCATION: SOUTHOLO, NY
~OUNIY, SUFFOLK
ZIP CODE: 11971
SEISMIC CA~GOHY: B
SNOW LOAD (P9)' 45 psi
NINO SPEED (V~s): 120 mph
PENN
LYON
HOMF~ COPJ~ORATION
WlMD COLUMN ~/~L 12
07-116 1~e""L "~- ....
R.A OR P E, APPROVAL STAMP
STATE APPROVAL STAMP
NOTES:
1, HOLD SHEATHING BACK 1' ON BOTH
SIDES OF THE MATELINE & INSTALL
A 2' SHEAZHINO STRIP ONSITE
2, FASTEN GABEL END WALLS TO WIND
COLUMN ~ITH 0.151" x 5~" NAILS
AT 6" ON CENTER
BUILDER: BEST MODULAR HOMES
JOB NAME: BLANGIARDO
MODEL CEDARLAKE 1
SITE LOCATION' SOUTHOLD, NY
COUNIY' SUFFOLK
ZIP CODE: 11971
SDISMIC CATEGORY: B
SNOW LOAD (Pg), 45
SPEED (V~s): 120 mph
HO~.8 CORI~ORATION
WIND COLUMN ~TAIL
7/3112007 12:19:4i PM