HomeMy WebLinkAbout29939-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-31393 Date: 01/13/06
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 3550 GRATHWOHL RD NEW SUFFOLK
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 110 Block 8 Lot 3
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated DECEMBER 9, 2003 pursuant to which
Building Permit No. 29939-Z dated DECEMBER 10, 2003
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ONE FAMILY DWELLING WITH COVERED PORCH AND ATTACHED TWO CAR GARAGE AS
APPLIED FOR.
The certificate is issued to ANTHONY PALUMBO
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0155 01/09/06
ELECTRICAL CERTIFICATE NO. 91083C 01/12/06
PLUMBERS CERTIFICATION DATED 12/29/05 G & G SOUTH COUNTRY
Authorized Signature
Rev. 1/81
r
Form No.6 I f�
7 TOWN OF SOUTHOLD
BUILDING DEPARTMENT
1 Q
TOWN HALL -
765-1802
)
APPLICATION FOR CERTIFICATE OF OCCUPA� - -'
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
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
Date.
New Construction: Old or Pre-existing Building: p (check one)
Location of Property: -2650 &Ya3- )t )c�) 1, �j Q Sv
House No. Street Hamlet
Owner or Owners of Property: (op
Suffolk County Tax Map No 1000, Section Block p Lot 3
Subdivision Filed Map. Lot:
Permit No. �q - Z Date of Permit. Applicant:- OV14� U a[(A Inn,�D
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Gp 313q 3
2Q G Lo�s 6 Y __� pplfca'rff Signature
Albert J. Krupski,President ��Of souryo Town Hall
James King,Vice-President 53095 Route 25
Artie Foster * P.O. Box 1179
Ken Pofiwoda Southold,New York 11971-0959
NC
Peggy A. Dickerson O
Telephone(631)765-1892
O!'COU Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 0073C Date October 18, 2005
THIS CERTIFIES that the single-family dwelling and garage
At 3550 Grathwohl Rd. , New Suffolk
Suffolk County Tax Map # 110-8-3
Conforms to the application for a Trustees Permit heretofore filed in this office
Dated 10/23/03Pursuant to which Trustees Permit# 5828 Dated 11/19/03
Was issued, and conforms to all of the requirements and conditions of the applicable
provisions of law. The project for which this certificate is being issued
is for a single-family dwelling and garage
The certificate is issued to ANTHONY H. PALUMBO owner of the
aforesaid property.
Authorized Signature
r•�r `_ � le:4e"' =pLITHOLP SUILCINS 631 765 95-2 P. 1
�►ffQi,�
Tov ndell,- U95 Nimp Road n r' - F8X(631)765.9502
?-O F3::z 11^: ' Tetephow(631)765.180'
Soudiok!. Nen York 1197141959 -�[
IAN 9
BUILDING DUARTMENT
TOWN OF SOUTHOLI) —
CERTIFICATION
Date: W.C. 2`7 2o0 %-
ButIdn.1e P�erriit tin.
Ch;-ne: /•/5,i, j� ---(fin/
�1 ^^ (Plcease print) `
Plumber. — ---._- ----- ------ �.. J J
(Please print)
I cert;fy that the soM--r;,sed in file Hater supply system contains less than 2,10 of 1%
lc�d
Just, '3632 rvk�
(Numbers Signature)
S-:;onl to before me this
day;% c7I- 2G_
Nota.y Publ_c, Vr`7b�� County
Amy H.Palumbo
Nary Public,State of New York
No.02PA6114032,Suffolk
Commission Expires Aug.9�
Electrical Inspection Certificate
Issue Date Electrical Inspection Service, Inc. Application
1/12/2006 375 Dunton Avenue 91083C
East Patchogue,New York 11772
(631)286-6642
Issued To: Mr. Anthony Palumbo Jr.
Street: 3550 Grathwol Road
Village: New Suffolk Zip: 11956 Town: Southold
Section: 110 Block: 08 Lot: 03
Contractor: Walters Electric (L) Lic. # 4695-E
Was examined and found to be in compliance with the National Electrical Code.
❑ Commercial ❑ NV Defects ❑ Pool ❑x 1st Floor X Indoor ❑ Basement ❑ Hot Tub
® Residential ❑ Det.Garage x❑ Attic 91 2nd Floor X❑ Outdoor ❑ Addition ❑ Survey
Switches Receptacles Fixtures GFI Heaters A/C Fans
48 49 70 15 2 4
Dishwasher Washer/Amps Dryer/Amps Oven RangelAmps Microwaves
1/20 1 20 1 GAS 1 GAS 1/20
Furnace Off Gas Circulators Smoke Detector Bell Transformer
1 X 3 5 1
Meter Amps Phase UG/OH Jacuzzi Television CO Detector
1 200 1 [xJ 1/20 2
Bldg. Permit:
Other Equipment
1- 200 Amp Main Breaker Panel / 1- 70 Amp
Sub Panel /2-20 Amp Spec Outlets/2- 30
Amp A/C Disconnects Hugo . S di
President
Rough Inspection: 08/18/2004
Inspector: John McMahon III
Final Inspection: 0111212006
Inspector: John McMahon III
This certificate must not be altered in any manner. Inspectors may be identified by their credentials.
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. 29939 Z Date DECEMBER 10 , 2003
Permission is hereby granted to :
ANTHONY PALUMBO
47 NEWINS STREET
PATCHOGUE,NY 11772
for
CONSTRUCTION OF A 3 BEDROOM SINGLE FAMILY DWELLING AS APPLIED FOR
PER ZBA, DEC AND TRUSTEES I1I/ LA �
at premises located at 3550 GRATHWOHL RD NEW SUFFOLK
County Tax Map No. 473889 Section 110 Block 0008 Lot No. 003
pursuant to application dated DECEMBER 9, 2003 and approved by the
Building Inspector to expire on JUNE 10, 2005 .
i
Fee $ 964 . 20
foe�( ,EJ liY�
(/ Au orized Signature
ORIGINAL
Rev. 5/8/02
APPEALS BOARD MEMBERSg1IFFO(,rc
�O� 0 Southold Town Hall
~
. Lydia A. Tortora, Chairwoman 53095 Main Road
_
Gerard P. Goehringer w Z P.O. Box 1179
George Homing O Southold, New York 11971-0959
Ruth D. Oliva ZBA Fax (631)765-9064
Vincent Orlando �! 9r �O Telephone (631) 765-1809
http://southoldtown.northfork.net
BOARD OF APPEALS
TOWN OF SOUTHOLD
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF JUNE 19, 2003
Appl. No. 5310—Anthony Palumbo
Property Location: 3550 Grathwohl Rd., New Suffolk; Parcel 1000-110-8-3
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under
consideration in this application and determines that this review falls under the Type II
category of the State's List of Actions, without an adverse effect on the environment if
the project is implemented as planned.
PROPERTY FACTS/DESCRIPTION: The applicant's 23,025 sq. ft. parcel has 177.68 ft.
of frontage along the east side of Grathwohl Road, New Suffolk.
BASIS OF APPLICATION: Building Department's January 15, 2003 Notice of
Disapproval, citing Section 100-244, in its denial of a building permit to construct a new
dwelling at less than 50 feet from the rear lot line.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on May 15, 2003,
at which time written and oral evidence were presented. Based upon all testimony,
documentation, personal inspection of the property, and other evidence, the Zoning
Board finds the following facts to be true and relevant:
AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a new dwelling
with attached garage and front porch, at 32.7 feet setback from the nearest rear yard
line, as shown on the April 23, 2002 survey, revised April 2, 2003 by John C. Ehlers, L.S.
All other yard setbacks are conforming to the code requirements.
ADDITIONAL INFORMATION: During the May 15, 2003 hearing, the applicant was
asked to compromise by cutting back the deck at the nearest comer to the rear line. The
applicant agreed to revise the setback, and on May 23, 2003 submitted a revised survey
increasing the setback to 33.6 feet between the northeast corner of the house to the rear
line, the closest point.
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials
submitted and personal inspections, the Board makes the following findings:
1. Grant of alternative relief will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The applicant wishes to build a
new family dwelling on a nonconforming lot of 23,025 sq. ft. The applicant is further
Page 2-June 19, 2003
Appl. No. 5310-Anthony Palumbo
110-6-3 at New Suffolk
hampered in placing a home on this lot as it is six-sided. The applicant requested a 32.7
ft. setback from the rear property instead of the required 50 ft. setback. In discussions
with the Board an alternative at 33.6 feet from the rear line was agreed, and the
applicant would revise the front porch proposal.
2. The benefit sought by the applicant cannot be achieved by some method, feasible for
the applicant to pursue, other than an area variance. The applicant wishes to build a
single-family home in an area with other nonconforming lots. The placement of the
home is confined by the irregular shape of the lot.
3. The relief requested is not substantial because the total lot coverage will only be +-7
percent. The rear yard setback will be 33.6 feet instead of the required 50 feet.
4. The difficulty was self-created as the applicant knew the constraints of the lot when he
purchased it.
5. No evidence has been submitted to suggest that the proposed additions will have an
adverse impact on physical or environmental conditions in the neighborhood.
6. Grant of the requested variance is the minimum action necessary and adequate to
enable the applicant to enjoy the benefit of a dwelling, while preserving and protecting
the character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the
balancing test under New York Town Law 267-B, motion was offered by Member Oliva,
seconded by Member Goehringer, and duly carried, to
DENY the original application for a 32.7 ft. rear yard, and to
GRANT ALTERNATIVE RELIEF at 33.6 feet from the rear property line, at its
closest point, as shown on the survey, revised May 23, 2003, prepared by John
C. Ehlers, L.S.
This action does not authorize or condone any current or future use, setback or other feature of
the subject property that may violate the Zoning Code, other than such uses, setbacks and other
features as are expressly addressed in this action.
Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Homing,
Orlando, and Oliva. This Resolution was duly adopted (5-0).
Lydia A.Toyt ra, Chairwoman-Approved for Filing
6/,,'p /03
Ila - h ' �
Thomas LaGuardia P.E.
21 Spinnaker Lane
East Patchogue, New York 11772
631-475-0010
Mr. Tony Palumbo
Post office box 841
Patchogue, New York 11772
RE: Palumbo Residence, 3550 Grathwohl Road, New Suffolk, New York
Dear Mr. Palumbo
As requested, on the first of November, I inspected the insulation on the first and second
floors at the above referenced residence and certify they are in accordance with the
Approved Plans.
cp NEW Yq�
%,LAG
DEC 3 2004
�oFEsg'�
Thomas LaGuardia P.E.
21 Spinnaker Lane
East Patchogue,New York 11772
631475-0010 c�
Mr. Tony Palumbo �'� a�/
Post office box 841
Patchogue,New York 11772
RE: Palumbo Residence, 3550 Grathwohl Road,New Suffolk, New York
Dear Mr. Palumbo
I have reviewed the installed wind strapping, wind bracing and concrete piers at the
above referenced residence and certify they are in accordance with the Residential Code
of New York State.
CFNEW
>k �
JOHN TEUFEL, PE
0 oR.n s�.iEw Residential& Commercial Contrurtion
rO'F,p �Y Providing The Finest In Affordable
Engineering Services w
December 10, 2003
PLAN CERTIFICATION
Project: Proposed 2 Story Residence for the Palumbos, Gratwohl Road; New
Suffolk, NY
I hereby certify that the pians for this project which bear my original seal and signature
comply with the NYS Residential Code requirements for natural light and ventilation as
well as emergency egress.
Please contact me if you have any questions or comments about the above.
t , dor-NEtyY
a
200 ROUTE 110 • FAR M I NGDAL$, NEW YORK • 11735 • 63 1-755-7920 • Fax 631 - -5190
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPINGP<FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
O
DATE INSPECTOR
ho�*pF 80UTyy6
�97, 7 .
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
RE ARKS:
/ V \ ,
DATE ��;v INSPECTOR ��
C�
M-18a
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
ARK
f Z " • ,/
DATE 1 �JINSPECT
M-1802
BUILDING DEPT.
SPECTION
[ UNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
DATE 117 INSPECTO
MAW2
BUILDING DEPT.
INSPECTION
[ ] FOU ATION IST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
Ll
DATE / INSPECTOR
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOU ATION IST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION
[ ) FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY
{
REMARKS: �� '� � : :�` A.
e.
7T
DATE INSPECTOR
76S-1802
BUILDING DEPT.
INSPECTION
[ ] F UNDATION iST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
e
1%DATE INSPECTOR \
76S-1802
BUILDING DEPT.
INSPECTION
[el] aOUNDATION IST [ ] ROUGH PLBG.
] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE INSPECTOR
765.1802
BUILDING DEPT.
INSPECTION
YEMARKS:FOUNDATION i ST [ ] ROUGH PLBG.
UNDATION 2ND [ J INSULATION
Vf(A AMING [ ] FINAL
'�� EPLACE 8� CHIMNEY [ ] FIRE SAFETY INSPECTION
/rN� l � `�a� .�oY ✓_
E
,til 1
DATE 6 INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [./�000H PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[,,/�FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS.
OAC
12., -! Pq aA, 44,4 ;N 5�j+,-, c-L Ilse
s(A4L Vim.L-t c e Rw 4 9�,� .
DATE 01� INSPECTOR ( `'
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUND ON 2ND [ ] INSULATION
[
IF ING [ ] FINAL
[ FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
6
DATE �� /� INSPECTOR
NEW YORR STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
DEC PERMIT NUMBER
1-4738-03108/00001 EFFECTIVE DATE
April 24, 2003
FACILITY/PROGRAM NUMBER(S)
PEPIT EXPIRATION DATE15)
Under the Enviroamantal
Conservation Law April 23, 2008
-------------
TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate
I
❑ Article 15, Title 5: Pro- ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7;
tection of Waters Certification 6NYCRR 360: Solid Waste
[IArticle 15, Title 15: ❑ Article 17, Titles 7, B: Management
Water Supply SPDES ❑ Article 27, Title 9;
6NYCRR 373: Hazardous Waste
❑ Azticle 15, Title 15: ❑ Article 19: Air Pollution Management
Water Transport Control
❑ Article 34: Coastal
❑ Article 15, Title 15: ❑ Article 23, Title 27: Erosion Management
Long Island Wells Mined Land Reclamation
❑ Article 36: Floodplain
❑ Article 15, Title 27: ■ Article 24: Freshwater Management
Wild, Wetlands
Scenic and Recreational ❑ Articles 1, 3, 17, 19,
Rivers ❑ Article 25: Tidal 27, 37; 6NYCRR 380: Radiation
Wetlands Control
PERMIT ISSUED TO TELEPHONE NUMBER
Anthony H. Palumbo (631) 852-2476
ADDRESS OF PERMITTEE
47 Newins Street, Patchogue NY 11772
CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER
NAME AND ADDRESS OF PROJECT/FACILITY
Palumbo Property, 3550 Grathwohl Road, New Suffolk NY
LOCATION OF PROJECT/FACILITY
SCTM #1000-110-B-3
COUNTY TOWN WATERCOURSE NYTM COORDINATES
Suffolk Southold - NYSFWW SO-6 E:712.1 N:4541.9
Description of Authorized Activity
Construct a single-family dwelling and accessory structures as shown on the survey prepared by
John C. Ehlers last revised on 4;2/03, and stamped NYSDEC approved on 4/24/03.
By acceptance of this permit, the permittee agrees that the permit is contingent upon strict
ipliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 - 5)
any Spacial Conditions included as part of this permit.
RMIT ADMINISTRATOR: ADDRESS
Bldg. , SUNY,Pony Brook, NY 11700-2356
,hn A. W ZInd (MRP)
O 11L SIGNATURE DATE
Page 1 of 5
U A ril 24, 2003
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
SPECIAL CONDITIONS
1. Any work, disturbance, and storage of construction materials shall be confined to within the "Limit of clearing,
grading and ground disturbance"as shown on the approved plan.
2. Prior to commencement of any construction activities, a continuous row of straw bales shall be staked end to end
along the limit of clearing, grading and ground disturbance line as shown on the approved plans. The bales shall be
maintained, repaired and replaced as often as necessary to ensure proper function, until all disturbed areas are
permanently vegetated. The average useful life of a bale is approximately 3-4 months. Sediments trapped by the
bales shall be removed to an approved upland location before the bales themselves are removed.
3. Straw bales shall be recessed two to four inches into the ground.
4. All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated
wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious
substances into the regulated area. Fuel or other chemical storage tanks shall be contained and located at all times
in an area greater than 100 feet landward of the regulated wetland or water body. If the above requirement cannot
be met by the permittee,then the storage areas must be designed to completely contain any and all potential leakage.
Such a containment system must be approved by NYSDEC staff prior to equipment,machinery or tank storage within
100 feet of the regulated wetland or water body.
5. All fill shall consist of clean soil, sand and/or gravel that is free of the following substances:asphalt, slag,flyash,
broken concrete, demolition debris, garbage, household refuse, tires, woody materials including tree or landscape
debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited.
6. All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and
mulched with straw immediately upon completion of the project,within two(2)days of final grading,or by the expiration
of the permit,whichever is first. Mulch shall be maintained until a suitable vegetative cover is established. If seeding
is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed as
soon as weather conditions favor germination and growth.
7. Suitable vegetative cover is defined as a minimum of 85% area vegetative cover with contiguous unvegetated
areas no larger than 1 square foot in size.
8. All existing cleared areas within the 20-foot wide natural vegetation buffer shall be replanted with Northern bayberry
(Myrica pennsylvanica)and/or Eastern red cedar(Juniperus virginiana),3-feet to 4-feet in height and planted 6-foot
on center in a grid pattern.
9. Any demolition debris,excess construction materials,and/or excess excavated materials shall be immediately and
completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These
materials shall be suitably stabilized so as not to re-enter any water body, wetland, or wetland adjacent area.
10. See Covenant and Restrictions on Page 3 of 5.
DEC PERMIT NUMBER PAGE 2 OF 5
1-4738-03108/00001
• t
Covenant and Restrictions
Within ninety(90)calendar days of the effective date of this permit, Permittee shall incorporate the
following language as a notice covenant and deed restriction to the deed of the subject parcel:
"This covenant shall serve as notification that regulated freshwater wetlands SO-6, are located on or
near the properties of Anthony H. Palumbo and his heirs, assigns or successors as described in
the Suffolk County Tax Map as District 1000, Section 110,-Block 8, Lot 3, located in Southold,
New York, and is therefore subject to current environmentaconservation laws regarding the
conduct of regulated activities on such property."
"Whereas, it is the responsibility of the owner of the property to obtain a current description of all
regulated activities from the New York State Department of Environmental Conservation
("NYSDEC") or its successor organization for the purpose of determining what is considered a
regulated activity. Performance of any regulated activity will require prior approval by the
NYSDEC or its successor."
"Whereas, the area outlined in the attached survey and described as the 20' wide natural vegetation
buffer, will be preserved and will remain undisturbed and in natural vegetation in perpetuity.
The following activities in the preserved area are specifically prohibited: clearing or cutting of
vegetation, application of chemicals, excavation, grading, filling, construction, erection of any
structures, and use of the area for the storage of materials or debris."
"The foregoing covenants shall run with the land and are binding on this owner and his heirs and
assigns, forever"
"Within ninety(90) calendar days of the effective date of this Permit, the Permittee shall have said
notice covenant and deed restriction recorded with the Clerk of Suffolk County."
"Within thirty (30) calendar days of the effective date of the filing of the notice covenant and deed
restriction, a copy of the notice covenant and deed restriction or other acceptable proof of record,
along with the number assigned to the permit, shall be sent to: NYSDEC, Regional Manager
BOH, SUNY Bldg. 40, Stony Brook, New York 11790-2356."
Any violation of these restrictions, covenants, and agreements shall cause the violator, in
addition to any fines, penalties, and/or forfeitures prescribed by law, to pay for any and all
reasonable legal fees and expenses incurred by any party in enforcing the covenants, restrictions,
and agreements contained herein.
Failure to comply with the filing of the above covenant and restrictions may result in
permit revocation and/or the assessment of financial penalties against the applicant.
DEC PERMIT NUMBER
1-4738-03108/00001 PAGE 3 OF 5
L
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification
The permittee expressly agrees to indemnify and hold harmless the Department of Environmental 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 the permittee's undertaking of activities 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 or
personal property held or vested in a person not a parry 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
permittee is 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
permit. 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); and
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 <>
<street>, <city>, <state> <zip>, telephone: < >
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 PERMITNUMBER PAGE 4 OF 5
1-4738-03108/00001
` NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5),24,25, 34 AND 6NYCRR PART 608
( FRESHWATER WETLANDS )
1. If 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.
2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein
authorized which maybe 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. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission,
consent or approval from the U.S.Army Corps of Engineers, U.S.Coast Guard,New York State Office of General
Services or local government which may be required.
4. 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.
5. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large
refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause
damage to navigable channels or to the banks of a waterway.
6. There shall be no unreasonable interference with navigation by the work herein authorized.
7. 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.
8. 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.
9. 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.
10. 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: John C. Ehlers last revised on 4/2/03
D 1-4738-03108/00001 EC PERMIT NUMBER PAGE 5 OF $
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TERMS and CONDMONS
ThePermittee Anthony H. Palumbo$ a 4h,
rending at 3550 Grathwohl Road, New Suffolk K y, is
part of the consideration for the Issuance of the Permit doer understand and prescribe to the fol-
lowiog:
1. That the said Board of Trustees and the Town of Southold are released from any and
all damage; or daios for damages, of suits arising directly or Indirectly a a result of say oper-
ation performed pursuant to this permit, and the said Pesmiaee will, at his or her own e:1
defend say and all such suin'htidaoed by third parties, and the said Permittee assumes full liability
with respect thereto, to the complete esa3miah of the Board of Trustees of the Town of Southold
2. That this Petsnk h valld for a period of 24 mos. which Is cooddesed to be the
estimated time'required to complete the wodc involved, but AmM dtdhmwsta warn=[, request
for an ehmension may be made to the Board at a later date.
3. That this Permit should be retained indefinitely, or as long as the said Perodwee wishes
to maintain the structure ora project involved, to provide evidence to anyone concerned [bat auth-
orization 1y- originally obtained.
4.; That the work involved will be subject to the inspection and approval of the Board at
In apps, and ata-complisoce with.the provisions of the originating application,may be cause for
tevocation of this Permit by resolution of the said Board.
5. Tim there will be no unreasonable interference with navigation as a result of the wort
bend= authorized.
6. That then shall be no interference with the right of the public to pass and rspw along
the beach between high and low water marks.
7. That if forme operations of the Town of Southold require the removal and/or ahendons
is the location of the wodc herein authorized, or if, in the opinion of the Board of Trustees, the.
wodc shall ca=se unreasonable obstruction to free navigation, the old Penmhtee will be requited,
upon due nods, to remove or alter this work or project herein sited witboat ezpeases to the Town
Of Southold
S. That the said Board will be notified by the Permittee of the completion.of the wait tush- .
or mea.
9. That the Permittee will obtain all other permits and consents dnt may be required sop-
plemental to this permit which may be subject to revoke upon failure to obtain ams
/0 o 0 - z2a . (�.3 TOWN OF SOUTHOLD PROPERTY RECORD CARD M
OWNER STREET " VILLAGE DIST. SUB. LOT
„v o / Y u/ Ju ff a/k /S Q e r-e 1-i '6 e 01
FORMER OWNLR N E // ACR.
�.. C n UC 14rAIF 0/�
ZI- Al YYlV)p S ' W TYPE OF BUILDING
7 =a6,ef� 04req QJapaS�a K rr> dt6we/il A°oild
RES. 3 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
J,-,101Z11 r l-00 llfi J ,Z. 7 f
to X06 7A 7 so idf �e f 033a t eer`.L •k •0/ b C,16 r
D -700000V" 1614 7 /2 7 k-Fe V-e�g 6U deaz'%
-/o dYJnY ho % 16�
a mbn - 41gj)1 Doo
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD , Go
Meadowland DEPTH /S'ff, Detre e
House Plot BULKHEAD
Total DOCK
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL /card of Health
SOUTHOLD,NY 11971 Stns 3 sets of Building Plans io
TEL: (631) 765-1802 Se i:kv Planning Board approval /
FAX: (631) 765-9502 Survey
PERMIT NO. a"S` /Check
Septic Form
/ `N Y.S.D.E.C.
' Trustees
Examined 120 Contact:
Approved 20_ Mail to: ✓ J A/J b�
Disapproved a/c l'r W I Vf-
one:
Expiration / .� ,20_
Quil&i�ng`rnspector $tj 2 — t$go0
APPLICATION FOR BUILDING PERMIT
Date l 20
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 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 on as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,ho ' g code, regulatio and to admit
authorized inspectors on premises and in building for necessary inspections.
v
u (Signature of applicant or7e,e,if a corporation)
1t Ewrn/r J T ,4 ar tc ,t/Y
(Mailing address of appl t) 1(;FFR
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corpor�iion, signature of duly authorized officer /
N/!q
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. ,Lpc tion of land on which proposed work wJA be done:
io
O4Woc i � 11l6w
House Number Street Hamlet
County Tax Map No. 1Q00 Section 11 Q Block 61 Lot
Subdivision it/ 4 Filed Map No. Lot
ane)
2. State existing use and occupancy of premises and intended/us and occupancy of proposed construcion:
a. Existing use and occupancy UR•GAN+ (o
b. Intended use and occupancy SiN a l& PVM r aF-Si cf Fac f
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost Oka,, 00 p Fee (Description)
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor NlN-
If garage, number of cars ,,74-
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N A
7. Dimensionspf existing structures, if any: Front N A4 Rear Depth
Height — Number of Stori
Dimensions of same structure with alterations or additions: Front N i4 Rear
Depth Height Number of Stories
,/
8. Dimensior9M� of�entite new construction: Front_�y S Rear 6 Y- 0 Depth
Height (R9 6 Y Number of Stories_
9. Size of lot: Front �Y 3 J t Rear �2 Q ( Depth I 3pp,�,t
10. Date of Purchase / 3 A) Name of Former Owner_�y00-MAAJ /I h6i N O
11. Zone or use district in which premises are situated A C E�F✓o-�+o.� O
12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓NO_
13. Will lot be re-graded? YES d NO—Will excess fill be removed from premises? YES NO f
14. Names of Owner o pre ises �. n�i (oAddressY� i r: q hone No.
Name of ArchiteeL RAS' Addresso'bo o hone No SY3 – I TY 9
Name of Contractor ✓h6 Address aux m ra Phone No.
13 Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_je!e"'NO
IFYES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E:C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY//OF-I'Pr l k )
/Lt4 kfj-,/ 9• PA I JM b o being duly sworn, deposes and says that(s)he is the applicant
(Name of ifidividual signing contract)above named,
(S)He is the /
(Contractor, Afent, 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�effore me thi
��day ofEcEn/,�E,Q 206.0--
Not blicff Signature of Applicant
r-"r"f Ag'P1rFENVILE
pinr— State d New York
No,f"111!00596,SVolk Coy�pQty
kr.^Lepusa qp it 4,20 Q}
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: Q/to/03
APPLICANTS�, DATE SUBMITTED: la/C03
SCTM#DISTRICT: 1,000, SECTION: 1 Ick ,BLOCK: _1_, LOT: _SUBDIVISION.DEsc.
ADDRESS Yh- Fiat-�l���x,� CITY: ',::�)qaaLr ZONING DISTRICT: CONFORMING? Ivo
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N
BP -Z/C/0 Z- , INFO---WA /BP -Z/C/0 Z- , INFO
BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: ey-1
LOTS 40,000SF-100;24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83)
REQ. LOT SIZE: ACT. LOT SIZE:o%,5:;-a REQ. LOT COV. _ ' p e, ACT. LOT COV.
REQ. FRONT 40 PROP. FRONT .41,3 REQ SIDE
---Mt36 ACT. SIDE "7f&
REQ. REAR Jr p PROP.. REAR , - `3'S,(o REQ. HEIGHT �- PROP. HEIGHT —
PROJECT DESCRIPTION: kky Sib
ESTIMATED PROJECT COST: ARCHITECT0tTEEQEM:
,4ECg>
WATER FRONT? ,DESCRIPTION: PANEL # FLOO ZO
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH DEPT:0 or NO, (BED ft 6 DTE: /Z/.3 PERMIT#: W-c p-c>55
*TOWN SEPTIC RECEIPT: Y or N
NEW YORK STATE DEC: PRE-DEC 9/1/7 E r NO DTE: )ZI 3 PERMIT it:
SOUTHOLD TOWN TRUSTEES: or NO DTE: /11 /3 PERMIT#: 6-2;2,12f
TOWN ZONING BOARD APPROVAL: or NO,.hw 041) C,r,,.DTE: 6 111/-3 PERMIT#:
TOWN PLAN. BOARD APPROVAL: YES or& DTE: _/_/_ PERMIT#:
TOWN HISTORICAL PRE (SPLIA): YES orG)
NEW YORK S L CE (SEE PAGE 2): YES or NO
NO S:
aLC
FEE STRUCTURE: FOUNDATION: Cj -SF
FIRST FLOOR: Qal.(4(r-,. SF
SECOND FLOOR: 13 149 SF
OTHER: SF INIT OTHER TOTAL
TOTAL: Orbo 6 LI SF FEE FEE
1. SF)- SF)= I4 SFX $ _$ +$ 50 +$ _
2. ( SF)- ( _SF)= SFX $ =$ +$ +$ _$
3. ( SF)- (_ SF)= SFX $ -=$-+$-+$
Z FINAL TOTAL: $ b f
a � � �
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT
Date: 12/12/03 Receipt#: 121
Transaction(s): Subtotal
1 Septic Permit- Construct- Resid. $10.00
Check#: 121 Total Paid: $10.00
Name: Palumbo,Anthony
Po Box 309
New Suffolk, NY 11956
Clerk ID: BONNIED Internal ID:83921
- -
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369-8288 Fax 369-8287 REF.-11Hp serverWROS120-166e.pro
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23P25 5F C7pApH16 SCALE - --------- - --
AREA - � ---- --- --- -
SURVEY OF PROPERTY
SITUATE: NEW SUFFOLK N
TOWN: SOUTHOLD
SUFFOLK GOUNTY, NY w _'_ - E
SURVEYED 04-23-02 e�9mare-U/onneri
amended II-1-s02, S72- c,WE«i y r i
REVI5ED f 1-PER DEG 04-02 located l05 3 ® I950,F S
i rev. 05-23-03, LOCATED EXISTING SEPTIC 06-11-03
AMENDED O1-10-03, II-20-03
Amended Gountours 12-16-03 102-53, /
Foundation Location 04-13-04
FINAL SURVEY 12-12-2005
M
SUFFOLK COUNTY TAX # ner
1000 -110 - 5 - 3
CERTIFIED TO:
TRACY PALUMBO
ANTHONY H. PALUMBO
WEB5TER BANK ® rn
LAWYERS TITLE INSURANCE CORPORATION o
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uQ Land�[me rLL BG ry�f
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O NOTES: N63o 0 oweuir"' ��
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• MONUMENT s210„w I �Q �XA C. Ey,
o PIPE „ g
PROPERTY RESIDES IN FLOOD ZONE may” 'ryC,
IS2 'f
Y DE516NATION "ZONE AE” EL 5 d "ZONE X" ze' s
+ PROPERTY ZONE R 40 SET BACKS FOR o vF9 yI s"r
NON CONFORMING LOT AREA
8111I'LL 111
.:.JDATUM - MSL N6VD'29 wet a5 per JOHN C. EHLERS LAND SURVEYOR
owner
AREA = 23,025 5F 6 EAST MAIN STREET N.Y.S.LIC.NO.50202
GRAPHIC SCALE 1"= 30' RIVERHEAD,N.Y. 11901
—�- - -i
369-8288 Fax 369-8287 REF.-E:\Documents and Settings\johnVNy Doc
SURVEY OF PROPERTY _
SITUATE: NEW SFOLK -
UFN
TOWN: SOUTHOLD
5lJf f OLK IJVVI`l 1 I , NY Land �'� 9 E
io
SURVEamenddD 04-23-02 vm� weiuNcne yr„f
wetlands flags located 01-14-03 S72°1g, Is
REVI5ED PER DEC 04-02-03 ® Sp'E
rev. 05-23-03, LOCATED EXISTING SEPTIC 06-II-03
AMENDED 0-7-10-03, 11-20-05
Amended Countours 12-I6-03 Ip253" ,
Foundatlon Location 04-13-04
FINAL SURVEY 12-12-2005 i
M
SUFFOLK COUNTY TAX u ry
1000 -110 - e - 3
CERTIFIED TO:
TRACY PALUMBO
ANTHONY H. PALUMBO ry
WEBSTER BANK ® °
LAWYERS TITLE INSURANCE CORPORATIONIlk
p
o
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OuQ u �Q Lona nim r F NIyn
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NOTES: N6,j°s
N nwELLiNc� OF (•�f �'
4o. -12"10- G 6/y, b
p MONUMENT 1{, ° �QO�N
I O PIPE
a
O PROPERTY RESIDES IN FLOOD ZONEah:n I
DE516NATION "ZONE AE" EL 8 d "ZONE X" e Pser s r'.n S?10'
PROPERTY ZONE R 40 SET BACK5 FOR o YFq`ryc m `4Q a
NON GONFORMING LOT AREA
DATUM - M51- NGVD'29
.veu Ips per
JOHN C. EHLERS LAND SURVEYOR
owner 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202
AREA = 23,025 SF GRAPHIC, SCALE 1"= 30RIVERHEAD,N.Y. 11901
369-8288 Fax 369-8287 REF.—E:\Documents and Settings\john\My Doa
All Shore Abstract Ltd.
January 16, 2003
Anthony H. Palumbo
47 Newins Street
Patchogue, NY 11772
RE: Title No: ASA-3291
Premises: 3550 Grathwohl Road
Purchaser: Anthony Palumbo
Owner: Norman M. Marino
Lender:
Dear Sir:
Enclosed please find an original copy of a Single and Seperate Search for the above mentioned
premises, as requested.
Should you have any questions please do not hesitate to call this office.
Very truly yours,
A)
elissa Mudaro
99 East Main Street • East Islip, N.Y. 11730-2502 " (631) 581-5236 " FAX (631) 581-5717
ASA-3291
COUNTY OF SUFFOLK)
SS
STATE OF NEW YORK)
Frank J. Johnston, President of All Shore Abstract, Ltd. an authorized agent for
First American Title Insurance Company of New York licensed to do business in
the State of New York deposes and says:
THAT he has had a search 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 with the buildings and
improvements thereon erected, situate, lying and being in the Town of Southold,
Suffolk County, New York, bounded and described as follows:
BEGINNING at a point on the easterly line of Grathwohl Road, 290.38 feet
northerly along said easterly line from Wicks Road;
RUNNING THENCE along said easterly line of Grathwohl Road the following
two(2) courses and distances:
1) North 35 degrees 17 minutes 00 seconds east, 3.33 feet; and
2) North 17 degrees 40 minutes 10 seconds east, 174.35 feet to a monument;
THENCE south 72 degrees 19 minutes 50 seconds east a distance of 102.53 feet
to a monument;
THENCE along other lands of the party of the first part and lands now or
formerly of Majeski the following three(3) courses and distances:
1) South 10 degrees 11 minutes 40 seconds east, 105.92 feet;
2) North 80 degrees 56 minutes 40 seconds east, 11.17 feet; and
3) South 04 degrees 18 minutes 20 seconds west, 102.78 feet to a monument;
THENCE north 63 degrees 52 minutes 10 seconds west a distance of 152.70 feet
to the point or place of BEGINNING.
ALSO being known and designated on the Suffolk County Real Property Tax
Agency map as:
DISTRICT 1000 SECTION 110.00 BLOCK 08.00 LOT 003.000
SAID Search completed on the 29`h Day of March 2002 shows the following
chains since 4-3-57.
"LIABILITY LIMITED TO THE AMOUNT OF FEES PAID.
By:
Fran o nston, President
Sd -
Sworn to before me this/ day ofzo%w- , 2002.
Notary Public
ANORE0.!. fOwELL
NOTARY PUBLIC, State of New York
Na.4896915, Suffolk County
Commission Ezpiras
CHAIN OF TITLE
Subject Premises
1000-110.00-08.00-003.000
DEED
Ralph E. Bottenus & Mary E. Bottenus, his wife Dated: 7-1-1929
TO Recd: 7-6-1929
George F. Grathwohl Lilber: 1441 cp 509
DEED
George F. Grathwohl & Elsie M. Grathwohl, Dated: 11-5-1965
his wife Rec'd: 7-6-1966
TO Liber: 5986 cp 433
Elizabeth Olsen
DEED
Elizabeth Olsen Dated: 7-27-1966
TO Recd: 7-28-1966
Joseph Portera & Philomena Portera, his wife Liber: 6001 cp 231
CORRECTION DEED
Joseph Portera and Philomena Portera Dated: 1-28-1971
TO Rec'd: 2-24-1971
Joseph Portera Liber: 6889 cp 414
DEED
Joseph Portera Dated: 11-23-1982
TO Recd: 12-6-1982
Norman Marino Liber: 9280 cp 126
*Last Owner of Record
CHAIN OF TITLE
Premises to the North
1000-110.00-08.00-030.000
DEED
Ralph E. Bottenus & Mary E. Bottenus, his wife Dated: 7-1-1929
TO Recd: 7-6-1929
George F. Grathwohl Lilber: 1441 cp 509
DEED
George F. Grathwohl & Elsie M. Grathwohl, his wife Dated: 7-7-1961
TO Recd: 10-25-1961
Pump Service, Inc. Liber: 5069 cp 570
DEED
Pump Service, Inc. Dated: 6-28-1963
TO Rec'd: 7-2-1963
Julius Feggeler Liber: 5372 cp 259
DEED
Julius Feggeler Dated: 4-16-1968
TO Recd: 4-17-1968
Steve Majeski Liber: 6333 cp 134
DEED
Steve Majeski Dated: 9-10-1971
TO Recd: 9-17-1971
Katherine Smoley Liber: 7008 cp 339
DEED
Katherine Smoley Dated: 6-21-1976
TO Rec'd: 6-29-1976
John Jeffery Couch & Sara Helen Couch Liber: 8059 cp 171
CHAIN OF TITLE (continued...)
Premises to the North
1000-110.00-08.00-030.000
DEED
John Jeffrey Couch & Sara Helen Couch, his wife Dated: 1-11-1984
TO Recd: 1-20-1984
Etienne DeFaymoreau & Jeanne DeFaymoreau, Liber: 9499 cp 308
his wife
DEED
Etienne DeFaymoreau Dated: 6-8-1990
TO Rec'd: 6-18-1990
Jeanne DeFaymoreau Liber: 11087 cp 206
DEED
Jeanne deFaymoreau Dated: 1-22-1997
TO Recd: 3-4-1997
Etienne deFaymoreau, Jeanne A. deFaymoreau, Liber: 11818 cp 956
Trustees, or their successors in trust, under the
de Faymoreau Living Trust dated 1-10-1997*
*Last Owner of Record
CHAIN OF TITLE
Premises to the South
1000-110.00-08.00-004.000
DEED
Ralph E. Bottenus & Mary E. Bottenus, his wife Dated: 7-1-1929
TO Rec'd: 7-6-1929
George F. Grathwohl Lilber: 1441 cp 509
DEED
George F. Grathwohl & Elsie M. Grathwohl, his wife Dated: 10-13-1964
TO Rec'd: 10-16-1964
Elizabeth Olsen Liber: 5633 cp 438
DEED
Elizabeth Olsen Dated: 9-15-1969
TO Rec'd: 9-24-1969
William Allan Ellwood & Patricia Ann Ellwood, his wife Liber: 6628 cp 590
DEED
William Allan Ellwood & Patricia Ann Ellwood, his wife Dated: 5-2-1974
TO Recd: 5-6-1974
John Auzins & Barbara A. Auzins, his wife Liber: 7631 cp 551
DEED
John Auzins & Barbara A. Auzins, his wife Dated: 5-23-1980
TO Recd: 5-28-1980
John Babashak & Laura Babashak, his wife Liber: 8828 cp 497
DEED
John Babashak & Laura Babashak Dated: 5-21-1996
TO Recd: 6-9-1996
John M. Szymczak &Therese A. Szymczak, his wife* Liber: 11781 cp 756
*Last Deed of Record
CHAIN OF TITLE
Premises to the Northeast
1000-110.00-08.00-029.000
DEED
Ralph E. Bottenus & Mary E. Bottenus, his wife Dated: 7-1-1929
TO Rec'd: 7-6-1929
George F. Grathwohl Liber: 1441 cp 509
DEED
George F. Grathwohl & Elsie M> Grathwohl, his wife Dated: 1-20-9166
TO Recd: 5-28-1966
Joseph Portera & Philomena Portera, his wife Liber: 6158 cp 317
CORRECTION DEED
Joseph Portera & Philomena Portera, his wife Dated: 1-28-1971
TO Rec'd: 2-24-1971
Joseph Portera & Philomena Portera, his wife Liber: 6889 cp 4,17
DEED
Joseph Portera & Philomena Portera, his wife Dated: 5-31-1972
TO Recd: 6-8-1972
James R. Bligh & George R. Sullivan Liber: 7174 cp 388
DEED
George R. Sullivan Dated: 4-5-1986
TO Rec'd: 6-2-1986
James R. Bligh Liber: 10049 cp 263
DEED
James R. Bligh Dated: 2-14-2000
TO Recd: 4-6-2000
Terence M. Higgins* Liber: 12032 cp 799
*Last Deed of Record
CHAIN OF TITLE
Premises to the Southeast
1000-110.00-08.00-028.001
DEED
Ralph E. Bottenus & Mary E. Bottenus, his wife Dated: 7-1-1929
TO Rec'd: 7-6-1929
George F. Grathwohl Liber: 1441 cp 509
DEED p/o premises
George F. Grathwohl & Elsie M. Grathwohl, his wife Dated: 9-28-1965
TO Rec'd: 10-4-1965
Frank Majeski & Peggy Majeski, his wife Liber: 5833 cp 223
DEED p/o premises
George F. Grathwohl & Elsie M. Grathwohl, his wife Dated: 10-24-1956
TO Rec'd: 11-8-1956
Francis 1. Majeski & Peggy Majeski, his wife* Liber: 4210 cp 493
*Last Deed of Record
PREMISES TO THE WEST
GRATHWOHL ROAD
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release Ib
Data filename: C:\Program Files\Check\REScheck\palumbo.rck
TITLE: Proposed 2-Story Home
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached I or 2 Family
HEATING TYPE: Non-Electric
DATE:09/11/03
DATE OF PLANS: 9/6/02
PROJECT INFORMATION:
Palumbo Residence
Grathwohl Rd.
New Suffolk,NY
COMPANY INFORMATION:
John Teufel, PE
200 Route 110
Farmingdale,NY
COMPLIANCE: Passes
Maximum UA=427
Your Home UA=426
0.2%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling l: Flat Ceiling or Scissor Truss 1311 22.0 1.3 55
Wall I: Wood Frame, 16"o.c. 2572 19.0 1.9 121
Window 1: Wood Frame:Double Pane 392 0.430 169
Door I: Solid 60 0.400 24
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space . 1208 19.0 0.0 57
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications,and other calculations subskiffiedowalth.this permit application. The proposed systems have been designed to meet the
New York State Energy Conservatt a requirements. When a Registered Design Professional has stamped and
signed this page,they
are attestir~r knowledge,belief,and professional judgment,such plans or
specifications are in compliant
Builder/Designer Date 9 �Q1 63
IA'
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release Ib
DATE: 09/11/03
TITLE: Proposed 2 -Story Home
Bldg. I
Dept.
Use
I
Ceilings:
[ ] I. Ceiling I: Flat Ceiling or Scissor Truss, R-22.0 cavity+ R-1.3 continuous insulation
Comments:
I
Above-Grade Walls:
[ ] I. Wall l: Wood Frame, 16"o.c.,R-19.0 cavity+ R-1.9 continuous insulation
Comments:
I
Windows:
[ ] I. Window 1: Wood Frame:Double Pane, U-factor:0.430
For windows without labeled U-factors,describe features:
p Panes_Frame Type Thermal Break? [ ] Yes[ ] No
Comments:
I
Doors:
( ] I. Door I: Solid, U-factor:0.400
Comments:
I
Floors:
[ ] I. Floor l: All-Wood JoisVTruss:Over Unconditioned Space, R-19.0 cavity insulation
I Comments:
I
Air Leakage:
[ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be I)Type IC rated,or 2) installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
I
I Vapor Retarder:
[ ] I Required on the warm-in-winter side of all An-vented framed ceilings,walls,and Floors.
I
I Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturers installation instructions.
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
I
Duct Insulation:
[ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ ] I
Return ducts in unconditioned attics or outside the building must be insulated to R4.
[ ] Supply ducts in unconditioned spaces must be insulated to R-8.
[ ] I
Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
I
Duct Construction:
[ ] All joints, seams,and connections must be securely fastened with welds,gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in. w.g.(500 Pa).
[ ] Ducts shall be supported every 10 feet or in accordance with the manufacturers instructions.
[ ] Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] Air filters are required in the return air system.
[ ] The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I
Electric Systems:
[ ] Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ J Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ j Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code of New York State ,the Residential Code of New York State or
the New York City Building Code ,as applicable.
I
Service Water Heating:
[ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] Insulate circulating hot water pipes to the levels in Table 1.
I
Circulating Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table I.
I
I Swimming Pools:
[ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
I of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
I Heating and Cooling Piping Insulation:
[ ] I HVAC piping conveying Fluids above 105 °F or chilled Fluids below 55 °F must be insulated to the
I levels in Table 2.
4
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature( F) Up to 1„ Up to 1.25' 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range F 2" Runouts I"and Less 1.25' to 2" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
4
, 1 �
' r' - _
JUDITH T. TERRY 1 � - '� In..•a H:dl. $1(Iv5 Alam
TOWN CLERK o ••. P O Rax 117q
soudlold. Nc". \.urt 11,171
l:.
RECISTRAfi OF VITA.STATIS71C5 �!� iC� �. Fax 0161 765.I X'7
MARRIAGE OFFICER _ O
RECOm)S MANAGEMENT OFFICER •�Q/ -i yb Tdcphunc (51(.1 7q S. IXfII
FREEDOM OF INFORMA"nON OFFICER 11
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE
SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 :
RESOLVED that the Town Board of the Town of Southold hereby adopts
two (2) new forms to be used under the Flood Damage Prevent regulations
of the Code of the Town of Southold: "Floodplain Development Permit
Application" [FDP(93) ] , and "Certificate of Compliance for Development in
Special Flood Hazard Area (C/C(93) ] .
TOWN OF SOj-T(%1D
"Judith T. Terry
Southold Town Clerk
August 25, 1993
• APPLICATION a
PAGE 1 Of a
TOWN OF SOUTHOLD
FLOODPLAIN DEVELOPMENT PERMIT APPLICATION
This form is to be filled out in duplicate.
SECTION I• GENERAL PROVISIONS (APPLICANT to read and sien)'
1. No work may start until a permit is issued.
2. The permit may be revoked if any false statements are made herein.
3. If revoked, all work must cease until permit is re-issued.
4. Development shall not be used or occupied until a Certificate of Compliance is issued.
5. The permit will expire if no work is commenced within six months of issuance.
6. Applicant it hereby informed that other permits may be required to fulfill local, state and federal regulatory
requirements.
7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable
inspections required to verify compliance.
8- I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO
THIS APPLICATION ARE,TO THE BEST OF MY KNO%VLEDGE, TRUE AND ACCURATE.
(APPLICANT-S SIGNATURE) DATE
SECTION 2' PROPOSED DEVELOPMENT(To be completed by APPLICANT
NAME ADDRESS / TELEPHONE
APPL1cArTTn_ oma`. // n�+/✓.N d� � ox 229 ('
f 44 � - .All( 1�3 Y- 633 3
BUILDER !Ly F r
ENGINES O/ Sir [
ev3 - �rcio
PROJECT LOCATION:
To avoid delay in processing the application, please provide enough information to easily identify the project
location. Provide the street address, Iot number or legal description (attach) and, outside urban areas, the
distance to the nearest intersecting road or well-known lindmarL A sketch attached to this application showing
(be project location would be helpful.
33-S-0 <�04-+G . G, Rif Nr.a St,/A //C
FDP(93)
APPLICATION a _
PAGE 2 OF 4
DESCRIPTION OF WORK (Check all applicable boxes).
A. STRUCTURAL DEVELOPMENT
ACTIVITY STRUCTURE TYPE
New Structure ]Residential (1-4 Family)
Addition 0 Residential (More than 4 Family)
❑ Alteration O Non-residenual (Floodproofmg? ❑ Yes)
❑ Relocation ❑ Combined Use (Residential & Commercial)
❑ Demolition F ❑ Manufactured (Mobile) Home (In Manu-
❑ Replacement factured Home Park? ❑ Yes)
ESTIMATED COST OF PROJECTS O 00
B. OTHER DEVELOPMENT ACTIVITIES:
PmFill ❑ Mining O Drilling 0Zrading
❑ Excavation (Except for Structural Development Checked Above)
O Watercourse Alteration (Including Dredging and Channel Modifications)
❑ Drainage Improvements (Including Culvert Work)
❑ Road, Street or Bridge Construction
O Subdivision (New or Expansion) 1'
Individual Water or Sewer System �fydF F{NJe
❑ Other (Please Speciry)
After completing SECTION 2,APPLICANT should submit form to Local Administrator for review.
SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR)
The proposed development is located on FIRM Panel No. Dated
The Proposed Development:
O Is VM located in a Special Flood Hazard Area (Notify the applicant that the application
review is complete and NO FLOODPLAIN DEVELOPMENT PERMTr IS REQUIRED).
O Is located in a Special Flood Hazard Area.
FIRM zone designation is
100-Year flood elevation at the site is: Ft. NGVD (MSL)
❑ Unavailable
❑ The proposed development is located in a floodway.
FBFM a o. Dated
❑ ee ion In ad onal instructions.
SIGNED /// DATE____(L�� r _
APPLICATION s
PAGE 3 OF 4
SECTION 4: ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR
The applicant must submit the documents checked below before the application can be processed:
❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot
dimensions and proposed development.
❑ Development plans,drawn to scale,and specifications,including where applicable:details for
anchoring structures, proposed elevation of lowest floor (including basement), types of water
resistant materials used below the first floor,details of Roodproofmg of utilities located below
the first floor and details of enclosures below the first floor.
Also
❑ Subdivision or ocher development plans (If the subdivision or other development exceeds 50
lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations
if they are not otherwise available).
0 Plans showing the extent of watercourse relocation and/or landform alterations.
❑ Top of new fill elevation Ft. NGVD (MSL).
❑ Floodproofing protection level (non-residential only) Ft:NGVD (MSL). For
floodproofed structures, applicant must attach certification from registered engineer or
- architect.
❑ Certification from a registered engineer that the proposed activity in a regulatory floodway
will not result in any increase in the height of the 100-year flood. A copy of all data and
calculations supporting this finding must also be submitted.
❑ Other.
SECTION S• PERMIT DER'FRMINATION (To he :,mglle A by LOCAL ADMINISTRATOR)
I have determined that the proposed activity. A.O Is
B.f] Is not
M conformance with provisions of Local Law uR 19 . 'lye permit is issued subject to the conditions
attached to and made put of this permit.
SIGNED DATE
If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated
fee.
If BOX Bis checked, the Local Administrator will provide a written summary of deficiencies. Applicant may
revise and resubmit an application to the Local Administrator or may request a hearing from the Board of
Appeals.
APPLICATION a _
PAGE C OF a
APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No
Hearing date:
Appeals Board Decision --- Approved? ❑ Yes ❑ No
Conditions
SECTION 6� AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comoliancc
is issued)
The following information must be provided for project structures. This section must be completed by a
registered professional engineer or a licensed land surveyor (or attach a certification to this application).
Complete 1 or 2 below.
1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (n Coastal High Hazard
Are bottom of lowest structural member of the lowest floor, excluding piling and columns) is:
FT. NGVD (MSL).
2 Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL).
NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant.
SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR)
The LOCAL ADMINLSTRATOR will complete this section as applicable based on inspection of the project to
ensure compliance with the community's local law for flood damage prevention.
INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO
DATE BY DEFICIENCIES? ❑ YES ❑ NO
DATE BY DEFICIENCIES? ❑ YES ❑ NO
SECTION 9: CERTIFICATE OF COMPLIANCEM be comnleted by LOCM ADMINISTRATOR)
Certificate of Compliance issued. DATE BY:
Attachment B
SAMPLE
CERTIFICATE OF COMPLIANCE
for Development in a Special Flood Hazard Area
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLLANCE
FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA
(OWNER MUST RETAIN THIS CERTIFICATE)
PREMISES LOCATED AT: PERMIT NO.
PERMIT DATE
OWNERS NAME AND ADDRESS: CHECK ONE:
❑ NEW BUILDING
Cl EXISTING BUILDING
❑ VACANT LAND
THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW:
A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW #_, 19
SIGNED: DATED:
B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE #
DATED
SIGNED: DATED:
C/C(93)
Palumbo Residence
r Grathwohl Road
New Suffolk, NY
R 30W
So No pPPRox
TuGE a"
P0L)
ZEcf NE .r
S�
ti r
Z
N 3y� .
l�
WALL SHEATHING TO EXTEND TO Nailing Schedule from Table 5.1, WFGM-cm LEGEND
\ 9 r TOP OF TOP PLATE NE J FOUNDATION
SO/� 6WB TO COMPLY WITH R702.� Jol Waar FRAMING, member of Nalb Noll Sparing -�
Rafter to To Plate (Toe-nulled) 3-B d er rafter
it, 8'102.3, TABLE R-102.1 (2) P p NEI' PARTITION
/ 7`lV /Q� Gelling .blot to Top Plate ft a (FaaeJ 5-5d perjoist
APPROVED AS NOTED '7"Jl, d �Ok(/` S DEFLECTION OF ALL MEMBERS Gelling Joist to Parallel Rafter (F(Facerrall 66-16 each lap
p�T Gelling Jolsk Laps over aer all ne (Face-nailed) tie each lap
EXIST.T. PARTITION
/ 111N�iq 9 311 [n COMPLIES WITH CLAUSE 8301.6 Della Te W Rafter Face oiled 9 IOd per tie - - - - - - -
uwley� B.P.BPY `C NYS RESIDENTIAL CODE Blocking to Rafter (Toe-nalled) 2-6d eacend
FEE'�g6yQ 4" V.T R. Rim Board to Rafter(End-nailed) 2-Il each end DEMOL I TION
NOTIFY BUILDING EPARTMENT AT ALL DETAILS ON THESE PLANS KALL FRAMING
PROVIDE A CONTINUOUS LOAD Top Plate to Top Flat. (Face-rwlled) 2-Ibd per foo! PARTITION/FOUND.
/ 765-1802 8 AM TO 4 PM FOR THE PATH AS RC-Q'D Top Plates at Interoectars (Pace-nalled) 4-16d joint. - each side 5D NEW SMOKE
FOLLOWING INSPE IONS: _ Stud to Stud(Face�lalled) 2-16d 24"04.
Header kis Header (Pace-nulled) ad Ib"os.along ed et.
1. FOUNDATION - 0 _ _ _ _ _ _--_ _ r T _ - _ _ _ _ GON'IRAGTOR TO ENSURE FIT OF Top or Bottom flake to Stud (end-nulled) 2-Ibd per edge, DETECTOR stud ® DETEG'TOR
�! 3. INSULATION r T ALL SIMP50N GONNE!GTORS 9-Ibd per 2x6 stud HARDWIRED PN17H
FOR POURED C NCRETE _ _
1 4 16d per 2x0 stud BATTERY BACKUP
'". 2. ROUGH - FRA NG_& PIL -T BEFORE OBTAININ6 THEM p
Bottom Plate kis Floor Jolet,3andJobl,
4. FINAL - CONS U ry MUST EndJobet or Blocking(Face-nailed) 2-I6d per foot
DESIGN PRESSURERATIN60F FLOOR FRAMING GO/5D NEW COMBINATION
BE COMPLETE,F .0. I I/4" VI 1 1/4" V 13" V 2" W -I/2" v 1-1/V v 3" v I 11 1/4" V WINDOWS TO BE DP-SO MIN. PER Joist to 5111,Top Plate or all(Toe-nolled) 4-ad per joist ® rjMOKE / GARSON
TABLE R501.2 (2) NY Bridging to Joist (roe-nalled) 2-ed each end
m ALL CONSTRUC 0 ALL MEET THE RESIDENTIAL CODE (page 26) Blocking kis Joist (Toe-rwlled) 2-Bd each and MONOXIDE DETEGTQR
REQUIREMENTS CODES OF NEW AL50 REFERENCE 86132 { 613.3 Blocking to 5111 or Top Plate (Toe-nolled) 3-I6d each block HARDWIRED WITH
YORK STATE. T RESPONSIBLE FOR I odgerStriptaBoam (rocor,nailwa) 9-Ibd each Jo1et
/ DESIGN OR INSTRUCTION ERRORS. Joist on ledger to Boom (Toe-nailed) 3-bel per joist BATTERY BACKUP
2ND FLRMIN. (3) STUDS a EA. CORNER PER Band Joist to Jobt (Ed-nailed) B-Ibtl per Jobb
5.4.1.1,5 WFCM-q5 Bond Joist to all or Top Plate (Toe-nalled) 2-16d per foot L.B. WALL LOAD
1 1/4" IN 1 1/4" W r Lr1 1/4" W ROOF SHEATHING
ALL R.R. R STUDS TO ALIGN TO 9truetural Panels Br! 6" oc.(edge) BEARING WALL
ALLOW PROPER GONNEGTION OF Diagonal Bgartl Sheathing 12"oa. (field)
3
y O
IN /V W
Col Ice H2GONNEGTORS 'x6" cm B" 2-ed par support T.B.M. TO BE MAINTAINED
/ :Q 1- 3" W V W "xl0" or wider 3-8d per support
CEILING SHEATHING
�/ 1-g' •O' X9.4' FLOOR SYSTEM COMPLIES Y41TH Gypsum Wallboard 5d cool.re 7 edge/IO" fold
0'11.4 COMPLY WITH ALL CODES OF 5.5.1 TO 3.3.5 WFGM-1-1`15 AND WALL SHEATHING
/ GRAFTER 5, NYS RES. CODE Structural Panels ad 6"ed e / 12'RIe1d
Fiberboard Pothole
5
�•9 UNDERWRRERSCER'TIFICATEi NEW YORK STATE & TOWN CODES Tn6" 6d 5"edgs/6"field
�e p I REQUIRED AS REQUIRED AND CONDITIONS OF TOP PLATE SPLICIN& TO COMPLY 25/92" Bd 3"edge/&I led
_ __ WITH TABLE 3.1, WFGM- -15 Gypsum VYallboard 5d bi.do T'edge / 10'Yleld
1-1
SOUfHOLDTOWN ZSA _ _ Hgraaard Ba 6^ed e / I2"field
1\ N STAIR TREADS 70 BE 9" PLUS Particleboard PaneIs ad
g 5"ed9e / I2'41ald
IIE SOUTHOLDTDWN PLANNING BOARD �i 5/4" NOSING MIN, { RISERS TO BE Diagonal Board Sheathing
Diagonal
I"xb" 2-6d per support
L�Q�C44 I MAX. 6-I/4 PER R314F. FLOOR SHEA l INC P support
\ N� NN Ea DECONTENT BETION FOREY� SOUiHIXDTOWNTRU5TEE5 a" s I Structural
or wader 3-Bd per support
71 CERTIFICATE OFOCCUPANC v2" v 5t uor I Panel.ad
/ O O� N.Y.S.DEC 2" v 4 V 2 - " or lees ad 6"edge / 12° field
1
greater than I" IOd 6' edge /6" field
/ n /4" V Diagonal Board Sheathing
Z OTi \ SOLDER USED IN WATER 5" v i"xo"orrlwder 5 Bd pee support
I SUPPLY SYSTEM CANNOT ALL CONSTRUCTION SHALL p support
hhm \��•O' EXCEED 2110 OF 1%LEAD. MEET THE REQUIREMENTS OaFs�F k1TCH E4 s1 HASH NOTE ' ALL NAILS 5F'ECIFIIa TO BE GAMMON NAILS.
I/2" W w/ CONNECT( N MACH
O Xf� I CODES OF NEW Y{J}IC( Tj�TE. l ln" FOR v15HwAs P W W L ---A FA1
O ,4r Q 1/4^ w 2„ 1 v4^ w 12-03 4 NEW CODE
Z Ice 7
4" v NOTE:
THIS PROJECT 15 LOCATED WITHIN ONE MILE OF THE 10-03 3 CLIENT GHANGE
V C N
CERTIFICATION OF PLUMBING GoI COAST. ALL WINDOY45 ARE RE0'D TO PASS THE 0-03 2 ADD WINDOW s PORCH MOD
� 111 RAILING & CONNECTIONS ALL PLUMBING WASTE S" W
8 WATER LINES NEED MISSILE TEST OF ASTM E 1,1116b { 1666. PER
/
N REQUIRED.UIRED. 4" 5 ✓ EXCEPTION TO S1.2, WINDOWS NEED NOT PASS 03-02 1 FOR FILING 4 F
J � TESTING BEFORE COVERING THE MISSILE TESTT IF F STRUCTURAL WOOD PANELS
4" TI APPROVED (MIN.CUT THICK) ARE PROVIDED. PANELS 49 BE
DATE: ISSUE NO. DESCRIPTION
4" W SEPTIC SYSTEM PRE-CUT d IDENTIFIED. ATTACHMENT SCREWS TO
BE PROVIDED PER TABLE 8301.2.1.2.
4" HOUSE TRAP
OCCIUPANCY OR 1N GONG PIT of NE
g � G w
610 $ USE, IS UNLAWFUL FLUM5I II& RISER TOWN OF SOUTHHOLD PLAN REQUIREMENTS: CONTRACTOR SHALL VERIFY aP� �1EUF )
ALL FIELD CONDITIONS AND
WITHOUT CERTIFICATE GODEAN4LY5/5 DIMENSIONS AND BE O b
1 THE STANDARDS USED FOR THE DESIGN OF THE BUILDING ARE THE RE5IDENTIAL RESPONSIBLE FOR FIELD FIT
OF OCCUPANCY AND OUAI TY OF ml z
N SCALE /4° = -O° CODE OF NEW YORK STATE, THE BUILDING CODE OF NY5 AND THE WOOD FRAME NO ALLOWANCES SHALL. BE
FLOOD ZONES£C� CONSTRUCTION MANUAL (I-q5) MADE 1N BEHALF OF THE m0 w 6
CONTRACTOR FOR ANY
SITE
FLAN
/$? 7 COMPLY WITH CHAPTER „46:, 2. THE AREA OF THE (FIRST FLOOR LIVING SPACE IS 1,301.1 54. FT. ERROR OR NEGLECT ON 90FESSIONP
�� I Fk� l `) O� \ FLOOD DAMAGE PREVENTION THE AREA OF THE 5EGOND FLOOR LIVING SPACE IS 1,420.5 50. FT. H15 PART.
SOUTHOLD TOWN CODE. THE AREA OF THE FFROP05ED GARAGE 15 4115 50. FT. 12/11/03
®� 's *TH15 15 A PLOT PLAN SGALE: I "=20'-0" I THE AREA OF THE FPROPOSED COVERED PORCH 15 6331 SQ. FT.
BASED ON INFORMATION FROM A SURVEY \ S. PLEASE SEE TABLE R501.2(U BELOW. JL DRAFTING INC.
BY JOHN G. EHLERS,L.S. f
DRAFTSMEN
SITE INFORMATION:
4. QUANT. WINDOW TYPE PROVIDES EGRESS? MUST PASS MISSILE TEST? All Types Of Plans Drafted
�, c,4'
SECTION: 110 2 5046DH DOUBLE HUNG NO YES fC'T�t�= Providin The Finest InAffordable
BLOCK: 008 2 AA551 AWNING NO YES �+'4 g
TABLE 83016 2 34210DH DOUBLE HUNG NO YES Drafting Services'"
LOT: 005ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2 GI35 GA5EMENT NO YES
LOT AREA: 23,025.16s.f. SEE PAGE A-Cl FOR STRUCTURAL MEMBER ALLOWABLE 2 C1/413 CASEMENT NO YES www ldraftin com
LOT AREA OCCUPIED: 24011.65.f. I/l/2005 CODE DEFLECTION g.
Rafters having slopes greater than 3/12 VI60 NOTE: COMPLIES WITH EGRESS (R 310) s LIGHT s VENT (8303) 707 Suite A Route 110 • Farmingdale N.Y 11735
% OCCUPIED: O'46% DETAILS with no flnlahed va Iln atk ,=A to rafters Phone (631) 843-1949 For (631) 643-8190
DECK NOTES: Interior walls and partitions H/160
I. All work shall conform to the requirements of The Residential code of New York State and shall conform to Floors and plastered oellln s L/560 QUANT. DOOR TYPE
the recommendations of the New York Skate Building Code Manual. All work shall also conform to the All other structural members L/240 2 8068 STANDARD
requirements of any other authorities having Jurisdiction. The contractor shall obtain and arrange for all Exterior walls with plaster or stucco Hl360 2 21l 501FD SELF CL051NG W/ 45 MIN. FIRE RATING
required permits, Inspections,certificates and tests, finish 2 2668 PKT POCKET DOOR O TI_UI-�L1 F.E.
2. All concrete work shall conform to the requirements and recommendations of ad-301-64 "Speclficaklons for Exterior walls -- wind loads with V240 2 6068 SLG SLIDING GLASS DOOR
NYS LICENSE NUMBER 061436-
Structural concrete for Builders" 06=3500 PSI;reinforcing steel shall conform to A57H A-615 Grade 60. brittle finishes
5. all dock lumber shall be pressure treated .40 COA Southern Yellow Pine #2 or better. Exterior Halle -- wind load' with V120
4. All foundations shall rest on undisturbed soil Of 2 tom/.alt. bearing capacity. Contractor shall verify the flexible PhIshes 5. PLEASE SEE THE ATTACHED REScheck PRINTOUT FOR ENERGY GORE GOMPLIANGE. 701 ROUTE 110 SUII:e A
level of acceptable bearing strata In the held.
5. The contractor shall verify all existing conditionsond dimensions before starting construction and shall notify NOTE: L= span length, H= span height. b. PLEASE SEE THE N/s.ILING SCHEDULE A80VE. F RM N6DALE, NY 11735
0.
the Engineer of any ambiguities Or discrepancies before proceedlnd with the work. If any queetloro arise a. The wind load shall be permitted to be taken as of times
before or during construction as the Intent or details of the drawings,the contractor shall notify the Engineer the component and cladding loads for the purpose of the �, THE COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR AND SMOKE TEL. (631 -ISS--1620
for dOrlflcatlons and/or Instructions If the contractor falls to follow the above procedure, he shall assume determining deflection limits herein.
DETECTORS ARE SHOI'INN ON THE FLOOR PLAN. FAX: (631)843-8190
responsibility For the consequences of his actions and/or deglsbom
6. The owner shall arrange for supervision Of the construction work to Insure compliance with the contract
documonts.
7. Written dimensions shall have precedence over scaled dimensions. TAS3LE RBOL2 I PROJECT TITLE:
D. All Joist hangers used with treated lumber to be hot dipped galvanized type. WIND
CONCRETE 6 FOUNDATION NOTES: WIND EXPOSURE GROUND SEISMIC SN.. FR TO DAMAGE FROM IGD SHIELD FLOOD
CATEGORY SNOW SPEED (mph) WINTER UNDERLAY- HAZARDS
I. All footings shall bear an virgin Boll having a minimum bearing capacity of 3p0O lbs per square foot (type GW DESIGN FROST LINE DE51GN PALUMBO
1. 6P pro table R401.4all boor
NY5 Resldentlh code). All um bear footings shall 5, a minimum of 3'-0" below grade LOAD 100 mph FASTEST CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. REQUIRED mrNT (DELON TE
unless noted otherwise 1n plans. MILE (120 mph RESIDENCE
II. Allnoteexisting fill, raise, and other unsuitable bearing material shall be removed and Paotlngs carried to the B 45 P.5.P. 3 sec. GU5T) G SEVERE 3'-O" MOD-HEAV. 5L-MOD I DEG. YES
bottom of such excavation. contractor to verify assumed soil bearing call and assume full responsibility for GRATHWOHL ROAD
same. contractor to notlfy the designer of any soll variation or candltbon adversely affecting assumed bearing ROOFING NOTES: WFCM-115 NOTES: LOCATION DESIGN LIVE 'v-L WINDOWS TO BE HIGH PERF. NOTE, NEW SUFFOLK, NY
capacity prior to the pouring of Ong footings. I. NOTCHES { HOLES IN STUDS TO COMPLY LOW-E TYPE. MAX U=0.37 JJRISDIGTION TO FILL
III. Minimum cam resslve strength of concrete at 25 days to be as follows. I. All metal flashing where called for on plans shall be copper or aluminum. LOAD, PSF IN PER FOOTNOTE h
p g y WITH 3.4.1.1.1,
A. Footings,piers, foundaklon walls: pe = 3$00 pa.i. stone concrete. II. Contractor shall provide gutters and leaders as required and shall connect them to approved storm water (PER 8301.4)
drainage system. 2. MINIMUM (3) STUDS REQUIRED AT ALL ALL WINDOWS TO BE MAX U=050
B. Slab on grade. pc = 3$00 p.e.l. concrete per 8402.2. 3 y NON-5LEMPIN6 ROOMS 40
e. Superstructure, slab, c = 5$00 s.1. stone concrete per R402.2. III. All exterior openings shall be properly flashed. CORNERS (5.4.1.1.3) NOTE:
p p p P SLEEPING ROOMS 30 ALL FRAMING LUMBER
IV. Anchor bolts shall be set approx. one foot from corners and spaced there 4'-0" O.C.. Sat anchor Bolts on IV All work shall bear a written one (U year guarantee from Roofing Contractor Prom the date of Owner's 3. ALL HEADER 5PA145 COMPLY WITH TABLES NOTE (PER R c1O!l DRAWING TITLE:
either side of all openings and minimum of two bole In any one x111. acceptance. 521A TO 3.228. ROOF + 31.5 TO BE DOUGLAS
V. Perform required alteration to axisting concrete New work Installed adjacent to and connecting with resent V. All roof Intersactlons to have flashing ka extend 8" (measured vertically) above Plat roof. ATTIC WITH STORAGE 20 (6) NAILS MIN. REQ'D EACH ROOF SHINGLE. FIR-LARGH *2 OR
J g p 9 4. CEILING JOIST { RAFTER SPANS COMPLY NAILS TO BE &ALV. STEEL, 12 GAUGE, I" LONG
work shall match existing. Joints between new and existing work shall be trowelled smooth and even. Provide VI. Built up roof Is to be, of 5-pig built up roof with gravel toppling, ties Into existing. WITH TABLE 3.23A TO 5.246. ATTIC WITH OUT STORAGE 10 WITH 3/6" DIA. HEAD. BETTER.
expaimlon Jolne. VII. Roofing shall be either 255% square asphalt shingles over 115* felt or 3-ply mineral surfaced spec. 5. FLOOR JOIST SPANS COMPLY WITH DECKS 40
VI. Provide contlnuous metal termite shield with all Joints sealed along perimeter walls and shielded termite #423-AMD as manufactured by Owens corning Flberglass Corp. or approved equal. (2 Parma plies with I TABLES 5.17A, 5.178. DEAD LOAD FOR ALL = 10 PSF PER 8501.3 PROPOSED
Fo
collars at plumbing pipes In crawl aces unless otherwise nota. rma-cap sheet ZOO* squgreJ
VII. Footings at different levels l spaces be stepped otherwise
that She clear distance between adJacant bottom edges VIII. New work shall tie In and lap as to prevent leakage. x EQUIVALENT DESIGNS ARE PERMI55ABLE + PER 8501.5, 8601.4 2 STORY RES I DENGE
shall not exceed a elope of one vertical to two horizontal. X. All exterior nailing shall be aluminum or galvanized. WHEN PREPARED BY A LICENSED DESIGN
VIII. Back fill shall not se placed against Foundation Halle until the concrete Is of suffidenk strength and until the X. Flashing to be provided at all roof penetrations,pipes,ventre,skylights, chimnoye and roof ventilators. PROFESSIONAL. GENERAL NOTES:
walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. Flashing to be provided at hips,ridges, valleys, changes of roelf slope, gable ands and top of foundation walls. I. Engineer is not roeponsible for Job eupervlelon.
IX. Concrete Foundations shall be poured continuously. IF pour Is Interrupted a Vertical key shall be provided. A. Install shims to provide for roof venting In fist roof areas. 11. Contractor to verRy adequacy of existing bearing Ovalis and hoaders
Horizontal Joints are not permitted. All. All Interior leaders are to have I" foam sound Insulation ober PVC piping. FINISH WORK NOTES: to bear new second story construction.
X. Contractor shall verify dimensions and locations of slots, pipe sleeves, Irsare, anchor bolts, electrical PLUMBING NOTES: III. Contractor to confirm that all asbstoe Insulation has been removed From the premises by a licensed asbestos
I. Trim, moldings,trainee, window frames, etc. shall match existing unlace okherwbe naked on drgwings, removal company before the start of construction.
condole, etc. as required for trades before placing concrete. ll. All 6 sum Board Halle and cellln s shall be taped, s ackled, read and acceptable to Owners sinter unless P y
A. Generate: work Included; I. All plumbing work shall ba In strict conformance with all stake �and local codes. 9P 9P 9 P � p IV. These drawings have bean prepared by or under the direction of the undersigned and to the best of the DRAWN BY: DRAWING NO.
A. All footings, foundations, steps, platforms, etc. as per drawln s, II Hot water heater shall have a maximum temperature setting mF 120 de roes F. otherwise agreed to by the owner. undemI ned'e knowled e, Ibellef, and Professional judgment are In compliance with the New York Stake Ener
9 P P 3 P 3 g Ill. contractor shall provide wood steps to ale. Number of ste s as required code. All deck lumber to be g g p j g 3y S.F.
B. All concrete slabs. III. Provide hot and sold water supply lines to a new r.frlgoratmr as required by manuPacturero spadflcatlons. P p gr P 0. b'J conservation Gonstructloni Code afPactive 7/1/02 and the Residential Cada of Naw York Stara effective I/I/05
wolmanlzed or GGA. V.
C. All other works as required by drawings. V. Provide insulation relocate
on all new piping as required by code. re It t a violation of the i la York Prate Education Law for any parson, unless acting under the dlrectlon of s CHECKED BY:
D. Set anchor Balks, V. Remove and relocate all existing piping as required to assume the proper execution of the work. IV. Contractor shall provide gutters and leaden as required and shall connect them to the approved storm water registered Architect or ai Ilceroed Professional Engineer to atter any Item on this drawing. All alterations must be
XIV. Dam Proofln Work Included: VI. below round waste Imes shall be E.H.O.I.piping. drainage system. made In compliance with the Now York State Education Law, and Construction Coda. The undersigned professional .L.T. A- 1
P 9' 3 ppng' V. Contractor shall seal and rime all doors Inmedlatel upon Installation to avoid Harping. P g
A All surfaces to be damp proofed shall be dry,clean and smooth, Free of dust, dirt, volds and cracks and VII. Potable Imes shall be type "L" copper. P 9 P 'p 9 whose seal appears tureen aeeumee no Toutel linter for any such alteration or andlore-used without his written consent.
VI. All exterior doors to have n minimum "U" factor of .40.
shard projections. VIII. All gas or all piping required shall ba performed by the plJumbing contractor. VI. The IIabIIItJ of JL Drafting,mince o hn Teufel Interrante for errors,omissions and/or negligence resulting In SGALE:
B. Allow 24 hours rlor to backPlllln . IX Santa dig osal s stem shall be Count De artment of Healilth Service a roved Por desl n and Installation.Vll. Gla» In doors, sidelights, and shower enclowres shell ba sized, constructed, treated or combined with other orsonal In urles, ro ark da a r an corse uantlal damages is limited to the amount of the foe aid for
P g c P y y p 3 P PP g materials as to minimize effective) the possibility of In urles to arsons in the event this lass Is cracked or broken. these all The reteriitlon or use of all or any part of these drawings well constitute acceptance of this
E. Apply mastic emulel a only when temperature Is l degrees and rime and o dry weather. X contractor shall provide hot wgter baseboard heat throw smut at d 41-Perimeter well unless otherwise naked. 9 P h i J p 9 AS SHOWN
s celotex Trowel Maetic ora roved equal on all foundation wale below grade at basement and crawl A. tun as main moat be T-O" away Prom the so be
disposal trait:
I/m and 4'-O" deep VIII. All now windows shall be perm tembl ld flnbh In white as 6" n5ullateal laply Anderson h approved equal - furnished whom these
IIrawinJ. JL Drm pre Inc. . John Teufel than
have no Mobility to persons other than the client for
Apply PP 0. with Insect screens, rlllas, ami extensions, trim. etc. with 5/6 Insulated lass unless otherwise agreed to. whom these drawings warms prepared. Anyone other than JL Drafting's tilers who reales on these drawings does DATE: TUBE NO, PROD. NO.
spaces. XII. In baring Ovalle or partitions,no stud Is to be cut more than I/3 Its depth to receive piping, duct, or IX, Window manufacturers shall certify that their producte meet minimum "U"" values Indicated and air Infiltration rates. so at their own risk. Copyright Iggq JL Drafting, 02-55a
see
E. Mastic shall be applied at the rake of 1/5" thick wet. elastrigal workg, INC.INc. OC-06-02
LEGEND
�'^ NEW FOUNDATION
NEW PARTITION
EXIST. PARTITION
ALL EXTERIOR CORNERS TO HAVE
(4)2"X4" CORNER POST TO ------
SIMPSON HD2ACONNECTORS
D O ITION
t SIMPSON 55TB24 ANCHOR BOLTS
PER FIG. 5.96 MCM-IggS PARTITION/FOUND.
(SEE DETAIL P. A-q) 5 O
• • • • ° • VENT 4'-q' Nr 20 • / \ 1 o SMOKE DC-TEGTOR
----- - - ---- -- - - 1 r-- '5"x7 -- ------ — XIS" ----- - ------- ��b� - -� • SD HARDWIRED
- - -- --- a)) x1o"
a I +8" ELE O ELEV. I VENT b
_ AFI I w ® CARBON MONOXIDE/
I • I NI m Xzl of o o SD/GO
I x r IYI a P SMOKE DETECTOR
9 Nry
6" FND WALL I N HARDWIRED
PITCH SLAB TOWARDS
GARAGE DOORCRAWL N �P) /
I 1/5" PER FT. I \
+o ELEv. I I 5PAGE F - 6" FTG. l \
I I m LJ • •
I I I
IL (1) �o B a
4" GONG. 0. °°
I SLAB A IL - m ry " ¢ Q d w N
W/6x6-1.4x1.4 NAM 6'-0" d Q w_ X I : O S K • I
s
-- -- --- l � ry r � pOp(Ni • r—� /
I I rJ • I � foo n '� LUv�o ;� I I 1 \ \ 1
W 0
_ '•_ ° _ ' I Z `� ; `f ALL EXTERIOR CORNERS TO HAVE
I r K I r f (4)2"X4" CORNER P05T TO p l I 12-05 4 NEW CODE
O I • In U Z 6"x16" I GSIMPSON HD2A CONNECTORS - I KK - 10-03 5 CLIENT CHANGE
' `��iy 4 SIMPSON 557524 ANCHOR BOLTS -
I Q d • GONG. BLOCKS - ^?•. 4` PER FIG. 5.96 )NFCM-1995 x ZI NEW `� Q 11-03 2 ADD WINDOW E PORCH MOD.
2
" x a" v.J.
m I r J W I I (SEE DETAIL P. A--q) �ry 05-02 1 FOR FILING $ PRIGING
O 4 I m DATE: ISSUE NO. DESCRIPTION
m ° J J (5) 2"x12"S r (B) 2"x12"GRD F -� (5) 2"x 2"GRD + -_--8"x16" m /`il \ 1
I I I • I �( I _ _ 2
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SHALL VERIFY .� P
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SEE DETAIL P. A-4 V H 8"X16" BLOCK J F A-� lry N MADE NO LN BEHALF OFALL THEBE Nm0 �n�0
E_ PIER ON 24"x24"x12" �` CONTRACTOR FOR ANY A9 Q gyp"
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VENT__• T SLAB F Providing The Finest In Affordable
5_o„ z e =ry Drafting Services'"
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7v I • • i 8"x16" � I / �_-� /� � 200 Route 110 • Farmingdale N.Y. 11735
.� J L__ _ _— ___ _•__ _ , `_ _ _ VENT —— J r I 1 Phone (631) 643-1949 Fax (631) 843-8190
L_ - -- 2"x8"" NAILER -- -- - - Q 11117
�' - r JOHN TEL)FEL, F.E.
X ® " — �1 \ TECO ALL DDJT( �P)\e\ \( —
4"x4" P05T ONI � — TL \ ' _ \ ' _c — — _ ��, NYS LICENSE NUMBER 061438-
12" VIA. X 56" DEEPEEP J ry�0x10' L�(2) : x10' GRD, i 1(2) 2"x10' G 2) 2"x10" GRD. �Z 2) 2"x10" GRD (2 10" GRD.
I ry _
- ( - 1 - �/ 200 Route 110, Suite 1B
NOTE: BELLS TO 24" DIA. Farmingdale N Y 11735
CRAWL 5PAGE VENT SIZE • 56" BELOW &RADE
COMPLIES WITH R406.1, NYS (WE SONOTUBE
Phone (631) 755-7920
RESIDENTIAL CODE W/BELL FTG. DETAIL) Fax (631) 843-6190
PROVIDE ACCE55
TO NEW GRAWLSPAGE A-6
(MIN. 51ZE - 1&"X24'7 PROJECT TITLE:
PER R4095.5 NT5
RESIDENTIAL CODE FALUMBO
4 2 RESIDENCE
I6'-o " GRATHI^IOHL ROAD
0'-9" q'-1a^ 2'-6" NEW SUFFOLK, NY
DRAWING TITLE:
F®UNL-,)ATI ®N PLAN
SCALE 1/4" = 1 '-0" PROPOSED
2 STORY RESIDENCE
DRAWN BYE DRAWING NO.
S.F.
CHECKED BY: //��
J.T. A—2
SCALE:
A5 SHOWN
DATE: TUBE NO. PROJ. NO.
` OG-06-02 02-358
LEGEND
NEW FOUNDATION
NEW PARTITION
�" I ..
6 4 6._3.. 42 7'-9" 42"
NOTE:
FIRST FLOOR (4)211X4" CORNER POST TO BE EXIST. PARTITION
TIED TO SECOND FLOOR CORNER 1-05T BY
19'-8" 4'-10" 6'714 II'-3�" (4)36" 16 GAUGE METAL STRAP TIES
D 6-3" DEMOLITION
w = 36" HANDRAIL
4 i0 5x1 1/2" DRYER NOTES: PARTITION/FOUND.
m BALLUMAX.. CAP
4" DRYER TO VENT TO EXTERIOR.
4 MAX. GA
PER 8316 FOLLOW MFR'S SPECIFICATIONS FOR
MAX, LENGTH of VENT DUCT RUN.
HANDRAIL SD SMOKE DETECTOR
I�
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LINE OF
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ry f Ila
FIELD -' 1668 FRESH AIR
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O m ® Ib" GEORGIA PACIFIC TO FOUND. 5068 Q - Q
Dry ro 14"
IN I JOISTS 3/4 RATIL _7 ED d Q W K I2-05 4 NEW CODE
,per Ib" O.G. WI OR GPI 2R DN O �� - 20
5/8 TYPE 'X' GWB m `b SERIES 6'_31" _ K p K�j _ - - 10-03 3 CLIENT CHANGE
ON WALLS 4 2 ® 8 O O K _ i O - m 9-03 2 ADD WINDOW 4 PORCH MOD.
CEILING a 3 0 GL. m ® V- ry f tV 05-02 1 FOR FILING 4 PRICIN6
m o / -ny� ry
m W O LL I/2" TYPE 'X' 3-0 DATE: ISSUE NO. DESCRIPTION
q)' N m GWB.
POST SOLID 0=
�Q/fe-li R/4"xI4" MLHDR
t1�N NEW =
<" V� I ®SD P05T FROMTO FOUND. Fry 2" X\ 8„ RRmryllIR DN HW GONTRAGToR.SHALL VERIFYI- TPL5046 ABOVE (TYP) ® I6" OG M ALL FIELD CONDITIONS AND
25x8" HDR. ® bP2 O DJMEN51ONS AND BE. PI b068 SLD RESPONSIBLE FOR FIELD FIT
_ AND OUALITY OF WORK.
_ 3 1-5/4"x14" M.L. (2)2"x O" HDR.
NO ALLOWANCES SHALL BE
NEW P3 FLUSH HDR. TECO ALL G J. /// O -N MADE 1N BEHALF OF THE
I/2" TYPE 'X' G O P G G 6'-II m ?�
p CONTRACTOR FOR ANY C1
2.p ^
GWB. 14" WOOD I JOISTS X ip = ERROR OR NEGLECT ON m0 N g
Ib" D.G. WI OR GPI N= LL N LI DECK /� ry ry HIS FART. .o9pq 6143 P`4
O 40 SERIES m /'1 ABOVE -
N
M.L.
H'CR"2fL4" d VE6.043 �-1
4 �- M.L. HDR. r d Q %W / /
s- SINK
,x TO FOUND. Z OW ° _ + �/ 4� JL DRAFTING INC.
O IIl _ OR TSWGN Al/ T e '
p� x y} I POST SOLID Yp s Of P/ans OraJted
00 mQl �_-� � N y 0 Q
egg fi Providing The Finest In Affordable
zS -
x DINING ROOM
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ry N / ® c
m N TW5046 T1,A5046 v www jldrafting.com
(2)25x8" HDR. (2)25x8" HDR. C 200 Route 110 • Farmingdale NY, 11735
�p J KITCHEN —� Phone (631) 843-1949 Fax (631) 843-8190
it o
_ `l, JOHN TEUPEL, P.E.
a %-6 P --I
x 31� ry NY5 LICENSE NUMBER 061458-1
N X ® ; (5) TW 26210 (2)2"x10" HDR. 0 _
II�� .9 � mht 200 Route 110, Suite 1B
I ry N 2 X; A N POST SOLID ry+� r Farmingdale NY 11735
- ® ® b TO FOUND. `f
(2) 2'x10Phone (631) 755-7920
" HDR. ) 2"x10" DR. 25x1 NI (2) " HDR. (2) 2"x10" HDR. (2) "x10" HDR. _ Fax (631) 643-8190
4'x4" 1-05T 36" HANDRAIL /r
VI/ 10" DECO. W/I 1/2"xl 1/2"
PROJECT TITLE:
COL. OVER 4" MAX.. OAP
(TYP) ? ry PER R316 A 1,
� P,4LUM50
® RESIDENCE
6'-2�" 43T'_II T'-9
I
-1_64-p a 3' 8 q„ 3'-92^ GRATHWOHL ROAD
NEW SUFFOLK, NY
DRAWIN6 TITLE:
PROPOSED
F I RST FLOOR PLAN STORY RES DENGE
SCALE 1/4"
�1 DRAWN BY: DRAWING NO.
S.F.
CHECKED BY:
J.T. A-5
SCALE:
AS SHOWN
DATE: TUBE NO. PROJ. NO.
Oq-06-02 02-558
LEGEND
"� , NEW FOUNDATION
NEW PARTITION
NOTE:
FIRST FLOOR (4)2"X4" CORNER POST TO BE
TIED TO SECOND FLOOR CORNER P05T BY EXIST. PARTITION
(4)36" 16 GAUGE METAL 5TRAP TIES
36'-42" -_____= DEMOLITION
42" 5,-Il 42" 15'_101 f ARTITION/FOUND.
6 2" 2" 2 6"
3 LINE OF
9'-112" 4" o" 2'-11 " ROOF
LINE OF OVERHANG & SMOKE DETECTOR
FIR5T FLOORL J_
SD
BELOW
m —
W2821 TW3046 TW3046
4 (2 2"x8" HDR.O i_ _ _i (2)2"x8" HDR. (2)2"x8" HDR v
m 00 MASTER I ��
u I BATH I I d
G 6LA55 2668 D
BLOCK WALL BIFOLD
=xv J O 1668 m� (2)2"x12" S ry m
2668 L 2668 HDR. ~" I I '
o �1 tV O O FRESH AIR
3 X ®
ry Q BIFOL D INTAKE
---_ _? _- - —I
J MASTER
12-03 4 NEW CODE
40(98 BIFOL O O ® i'-i J BEDROOM I I 10-03 5 CLIENT CHANSE
00 m J O I m 9-03 2 ADD WINDOW 4 FORGH MOD.
�n O N BATH - 3 N I m 03-02 1 FOR FILING 4 FRIGINS
IO'-2 "G M J ——— X ® 0 I I DATE: 155UE NO. DESCRIPTION
md) BEDROOM I ry _
ry �I® 3'-0' HANDRAIL --�-- O z
5D
m O -i N GO/SD I I "C F
U J 2668 / \2668 r CONTRACTOR SHALL VERIFY
(2) 2"x12° I 6068 5LD _ DIMENSIONS AND ALL FIELD I BE NS AN pry
(2) -3/4"xI1-7/8" (2"x10"HDR. RESPONSIBLE FOR FIELD FITAND GUALITY OF NORK.
-
�q ® M.L. HDR. F NO ALLOINANCES HALL BE
X ?*'~L
q11 �0 MADE IN BEHALF OF THE [�
N `9 NEW �^ 4CONI FOR ANY
ry ERROR OR NEGLEGT ON FQ 9�p'6 pC�Pv
ry r 5068 BIFOLD ry / \ 2" X I0" C.J. /�{ I _ HIS PART pFESS�
FX 3020 FX 3020 0
5D Oc.\ ® Iry
.p )2"x8" H 2"xe" H �t-� /9/03
NEW K \ I Sb' HIGH RAILING
2" x 10�C.-I. / Q \ I JL DRAFTING, INC.
-/4"XI-I &H RAI ER5
0 16" OG / J _ �\ 4" MAX. GAP ERMTSMIIw AH -Fy e, Of Plans Drafted
/ X m / I \ 4 / _I I OAF =� Providing The Finest In Affordable
� x _ Drafting Services
BE)�200M /SITTIN i AREA \ \ m ry / /
www )ldrafting.com
200 Route 110 • Farmingdale N.Y 11735
Phone (631) 843-1949 Fax (631) 843-8190
/ ry
21, X10" 111 \ r
a I I (2) 7 Ix 0046" HDR.mizin ® 1 /
V (;!
, JOHN TEUEEL, P.E.
p TW3046 TV+46 TWBO46 /
NYS LICENSE NUMBER 061458-1
4-6 - - - - - - - -
(2)2"x8" CONT. HDR. / / 200 Route 110, Suite 1D
/ Farmingdale NY 11735
/ Phone (631) 755-7920
Fax (631) 843-8190
?% PROJECT TITLE:
366 P,ALUMBO
6" 9'-4^ 6^ Is-ol GRATHWOHL ROAD
6" 10'_1" 2" 6" 12'-0" 6' NEW SUFFOLK, NY
46'-I 12"
SE C/OND FLOOR Fl,-AN DRAWING TITLE:
SCALE I/4" = I '-O"
PROPOSED
2 STORY RESIDENCE
DRAWN BY: DRAWI116 NO.
S.F.
CHECKED BY: nn
J.T. A—4
SCALE:
AS SHO^R
DATE: TUBE NO. I PROJ. NO.
011-06-02 02-555
LEGEND
0
ASPHALT m
SHINGLES
- — - — '— - NEW FOUNDATION
7 NEW PARTITION
EXIST. PARTITION
CEILING DEMOLITION
— — — — — PARTITION/FOUND.
El 171
51vNG SMOKE DETECTOR
12 =717T771`7111
4r -- — — — _ — _ — _ — — - — — 12
SECOND
N 1%
® o o _
00 [\\-
4
36" HANDRAIL
7 L �
- E
NI I/2"xl I/2"
BALLUSTERS
I mffm NMI ij
4" MAX. GAP FIRST
PER R316 FLR.
GRADE
IX O
12-03 4 NEW GODS
N
FRE5H AlR GRADE 10-03 3 CLIENT CHANGE
INLET FOR
HEATING EQUIP.
9-03 2 ADD WINDOW 4 FORCH MOD.
03-02 FOR FILING 4 PRICING
FRONT ELEVATION DATE: 155UE NO. DE50RIPTION
SCALE 1/4''
LONTRAOTOR SHALL VERIFY E VWV
ALL FIELD CONDITIONS AND ,�� (l. �j-
DIMENSIONS AND BE
RESPONSIBLE FOR FIELD FIT
AND OVALITY OF WORK a z
NO ALLOAANOE5 SHALL BE
MADE IN BEHALF OF THE
CONTRACTOR FOR ANY N 9ro
ERROR OR NEGLECT ONP� ANO.g\N P
HIS PART, A%FESS�O�
03
ROOF JL DRAFTING, INC.
VENTS ASPHALT d�,DRMf5MC W4 AO Types Of P/ans Grafted
° 5HINGLE5 o4�$e Providing The Finest In Affordable
ro
Drafting Services"
ROOF
- — VENT www.jldrafting cam
— 200 Route 110 • Farmingdale N.Y. 11735
'- - -- - -- - Phone (631) 643-1949 Fax (631) 843-8190
EI
JOIN TEUfEEEL, F.E.
NYS LICENSE NUMBER 061435-I
CEILING
200 Route 110, Suite 1B
- Farmingdale NY. 11735
O
Phone (631) 755-7920
Fax (631) 843-8190
HI
SIDING PROJECT TITLE:
m�
4 FAILUMBO
" � fZE51 D�NG�
GECOND12 -
FLR. — — — 3r —_ _ —= 12 GRATHWOHL ROAD
NEW SUFFOLK, NY
DRAWING TITLE:
Q
36" HANDRAIL \
/2
1
MI ^x1 1/2" F'i�Oi�OSED
BALLUSTFR5
4 FEERX 8916 2 STORY RESIDENCE
FIRST
DRAWN BY: DRAWING NO.
LATTICE HANDRAIL
S.F.
CHECKED BY:
REAR ELEVATION L.T. A=5
SCALE:
SCALE 1/4" = I'-O" AS SHOWN
DATE: TUBE NO. PROJ. NO.
09-06-02 02-358
LEGEND
0 0
ro
m GABLE
VENTS ASPHALT "— '"'-" NEW FOUNDATION
SHINGLES
12
SHINGLES
ASPHALT '7r 2 ]a 12 ® - NEW PARTITION
o 12 EXIST PARTITION
CEILING
— — ------= DEMOLITION
_ PART I T I ON/FOUND.
HORZ. —
5101116
36" HANDRAIL
o HORZ. ® SMOKE DETECTOR
W/I 1/Ux1 R.5
� BALLU5TER5 � � � Sp SIDING SD
4" MAX. GAP
PER R316
Its-
SECOND
SECOND 12 12
FLR. 51 — — — — — 4 —
56" HANDRAIL
W/I I/2"xl 1/2"
BALLU5TER5 B6" HANDRAIL
Wil I/25x1 /2"
4" MAX. CAP El 4" MAX.
GA
PER R316 PER R316 AP
HANDRAIL IL HANDRAIL HANDRAIL
FIRST
PLR. X HANDRAIL
O
ry 12-03 4 NEW CODE
GRADE GRADE GRADE
10-03 3 CLIENT CHANGE
GRADE
11-O3 2 ADD WINDOW 4 PORCH MOD.
05-021 1 1 FOR FILING 4 PRICING
DATE: ISSUE NO. DESCRIPTION
RI6�#T ELEVATION LEFT ELEVATION
SCALE I/4" = 1 '-0" pFNEw o
SCALE 1/4" = I '^O" OONTRAOTOR SHALL VERIFY A� EU FE 9
ALL FIELD CONDITIONS AND
DIHEN510115 AND BE ,
RESPONSIBLE FOR FIELD FIT
AND QUALITY OF WORK
NO ALLOAANOE5 SHALL BE = -
MADE IN BEHALF OF THE Z
CONTRACTOR FOR ANY sP0 Np,61 Qv
25X R 5.5. .1 I6"O.G. ERROR OR NEGLECT ON AAOFESs�p�
I/2" GDX SHEATHING PER 3 DG. PAPER HI5 PART MI5 BLDG. PAPER
ASPHALT SHINGLES 12/9/05
SIMPSON 6516 STRAP TIES 516" D.G.
2"X65 WINDSTORM BRACING (SEE DETAIL P. A-q)
e 48" O.C. FIRST (2) R.R. BAYS JL DRAFTINGI, INC.
PER 3.5.5 (WFGM) 2"X10" RIDGE �nxnrrsMcx All Types OfY/ans OraJted
IGS 1 WATER SHIELD PER 55.1.4 (k-FGM
UNDER ASPHALT SHIN&LE5. A4SQ�1' Providing The Finest In Affordable
SHIELD TO CONSIST OF SELF-
ADHERING POLYMER MODIFIED Drafting Services'x
BITUMEN SHEET. SHEET 15 TO
COMPLY WITH ASTM D 19-10.
SIMPSO12 2"xb" G.T. www jldrafting.com
CONNECTOR
HT A. R.R. To CLIP 10 a 16" Or 200 Route 110 • Farmingdale N.Y. 11735
CONNECTOR EA, R.R. T16 SND Phone (631) 643-1949 Fax (631) 843-8190
2"X850 a IWO.C. a Ib"OA, 2"x10" G.J. SIMPSON H7 HURRICANE CLIPS
1/2' CDX SHEATHING PER 95.4.1 (APGM (SEE DETAIL P.A-q) p b" O.G. a 16" O.G. (R.R. TO SND)
(2) LAYERS GUTTER / LEADERS - (SEE DETAIL F. A-q) CEILING JOHN TEUEEL, P.E.
MIS BLDG. PAPER
ASPHALT SHINGLES I"X6" RIM BOARD PER - - - - -
3.5.1.9 (MGM) 2'-0" - - - - --� �-- - - NYS LICENSE NUMBER 061438-I
25X8 R.R. a 16 O,G.
2"Xb" WINDSTORM R.R. 5AY6 I'-0105(. PER R-22 INS. 1/2" GDX SHEATHING
a 40" O.G. FIRST (2) .R. BAYS 9.5.1.1.3 (WFGM) 416" O.SIMPSON 0516 STRAP TIES FLASHING (2) LAYERS MI5 BLDG, PAPER 200 Route 110, Suite 1B
PER 95.5 (WFGM CONT. VENTED (5)5 C (STUDS TO HDR) 12" D.H. ASPHALT SHINGLES
SOFFIT (5)8D COMMON NAILS TO 5'lUD � 2'x10" NAILER - Farmingdale N.Y 11735
2"X8" NAILER
DOABLE ICE i WATER SHIELD 25x8" (5)8D COMMON NAILS TO HDR. BOLTED TO HO E b
UNDER ASPHALT SHINGLES, NAILER TECO ALL R.R BOLTED TO HOUSE Phone (631) 755-7920
SHIELD TO CONSIST OF SELF- TECO ALL R.R. NEW TECO ALL C—J, Fax (631) 843-6190
ADHERING POLYMER MODIFIED W/ FLASHING BEDROOM GEORGIA PACIFIC BI DS MOUTH
14" WOOD I JOISTS ONNEGTION SIMPSON H4 HURRICANE CLIPS
BITUMEN SHEET. SHEET IS TO BEARING a 16" O.G. (R.R. TO HDR) ttua
COMPLY WITH ASTM D 1970. I6" O.G.
12 KNEE WALL (8) 80 NAILS RE0'D
WI OR GPI R-Iq INS. 2 PROJECT TITLE:
SIMPSON H7 HURRICANE CLIP 4r 40 SERIES Ixb GRO555RACE �3 SIMPSON PG44 POST GAPSECOND
r
CONNECTOR EA. R.R. TO STUD l EE DETAIL P. A-1 MDR. TO POST)
A-1) PLR. P UMBO
(SEE DETAIL P. A- = -
GUTTER /A EIADERS 2'-Off (2) 1-3/4"x 14" R-22 INS. 12" D.H. " - RESIDENCE
M.L. HDR. (2) 1-3/4"x 14" CONT. VENTED SOFFITS
TECO TO G.J. M.L. HDR. (2)2"X10" HDR.
1GRATHWOHL ROAD
p 5X6" RIM BOARD PER EGO ALL G.J. 4"X4" POST
v SS.1.9 (WFGM SIMP50N BG4 P05T GAP mNl NEW SUFFOLK, NY
n LAT. BRACING DINING ROOM FORCH (POST TO HDR)
POINT GEN O
11-0110H. PER 3.5.1.1.9��(NrcMT ® MID- GARAGE `r N ORGIA PACIFIC m
14" 2::X8" G.J. alb" O.G.
CONT. MP50N 6516 STRAP TIES 16 O OD I JOISTS 25x6° 1/4" LUAN ALL FRAMING LUMBER
DECKING Eli DOUGLAS DRAWING TITLE:
(2)2'X6" TOP PLATE PER 9.4.1.2 (WFGM SEE D.C. ISTUDS q SILL) 4" GONG. WI OR GPI R-Iq INS 2"XB" NAILER FIR-LARCH M2 OR
TYPICAL NEW WALL CONSTRUCTION: 516'
DETAIL P. A-q BOLTED To HOUSE FIRST BETTER.
25X6" STUDS a Ib°O.G. PER 9.4.1.1, 9.4.1.1.2 (WFGM) SLAB 40 SERIES _
IG .B. W/ bxb-WI 4xW1.4 TECO ALL D.J. FLR.
25X6" SHOE PER 9.4.1.9.5 .W(WFGM) WWM SIMPSON 12" 6516 STRAP TIE NOTE'
_ I/2" GDX PLYWOOD SHEATHING SIMPSON 0516 STRAP TIES (POST TO D.J) O 2"X4" WINDSTORM BRACING PROPOSED
TyVrK9/8" FOAM BACKER 516" O.G. (SILL To STUDS) 2"XB" D.J. alb" O.C. ry 516" O.G. IN GAGE END 2 STORY RESP DENGE
STRAPS TO BE LAPPED GRADE (SEE DETAIL P. A-1)VINYL CEDAR IMPRE5510N SIDING UNDER SILL (SEE DETAIL P. A-1)
8" P.G. FND. SIMPSON A29 ANGLES
I e 16" O.G.
B"Ab" P.G. FND. FTG. CRAWL SPACE J l (GDR. TO DJJ NOTE (PER R 905.2):
(2)2"X6" GGA SILL - (4) NAILS, MIN. REQ'D FOR EACH ASPHALT
SILL SEALER , , , 2�� RAT , , , L -N, (2)2"XIO" HDR m 5HINGE IIF EAVES ARE LESS THAN 20' ABOVE
AL. TERMITE SHIELDGRADE. (f6) NAILS MIN. REOV EA SHINGLE IF
SIMPSON BOLTS
4' ANCHOR SLAB 45X4" POST EAVE5 AIRF 20' OR MORE ABOVE GRADE. DRAWN BY: DRAWING NO.
BOLTS 4'-O" O.C.q f+ I ®N 1 1 SIMPSON P944 P05T BASE NAILS TOP BE 6ALV. STEEL, 12 6AUSE, I" LONG
I-I/2" DIA. WASHER `� WITH 9/8"' DIA. HEAD. S.F.
5 DIA. X 96" DEEP
SELLS T '
E FTG. CHECKED BY: j�
(3)M4 RE-BAR (CONT) SCALE /4° = -O° a 565SELOW61RAVE J.T. A=&
(SEE 50NOTUBE
A/BELL FTG. DETAIL) SCALE:
AS SHOWN
DATE: TUBE NO. PROD. NO.
Oq-06-02 02-558
2"X81, R.R. 0 16"O.G. SIMP50N 0516 STRAP TIES 016" O.G. LEGEND
1/2" GDX SHEATHING PER 55.4.1 (WFGM) (SEE DETAIL P. A-q)
#15 BLDG. PAPER
ASPHALT 5HIN6LE5
21"X1O" RIDGE
PER 3.5.1.4 (WFGM
21,X6" WINDSTORM BRACING � '—"— NEW FOUNDATION
0 40" O.G. FIRST (2) R.R. BAYS
PER 5.5.5 (WFGM)
ICE 4 WATER SHIELD
UNDER ASPHALT S 5.
SHIELD 67 MO SELFSIEL
CONSIST F- 21,x6 G.T. /
ADHERING POLYMER MODIFIED 12 ® 4B" OG. NEW PARTITION
BITUMEN SHEET. SHEET 15 TO 101—
COMPLY WITH A5TM D Iq'10.
SIMP50N H1 HURRICANE CLIP 2"x12"
® 16" or,. PARTITION
CONNECTOR EA. R.R. TO STUD W/ R-22 INSUL.
® Ib" 0.0.
(SEE DETAIL P. A-q)
— - - - _ - GEILIN6
off
GUTTER 4 LEADERS an EM — — — _ _ — _ DEMOLITION
11,X6" RIM BOARD PER 2'-01, 1-1/4"xl-1/4" 2"XB" R.R. 0 16"0.0. PARTITION/FOUND.
3.5.1.3 (EFGM 1/2" GDX SHEATHING
BALUSTERS PER 5.5.4.1 (WFGM)
I'-O"O.H. PER 5.5.1.1.3 (ENOM) MASTER 12" °H 4" MAX. GAP x10 NG (2) LAYERS
FLASHI
DONT. 501 BEDROOM 20LT #15 5LD6. PAPER
21,x4" TOP RAIL 4'x4" NAILER
B TO HOUSE ASPHALT SHIN&LES = NOTE:
TYPICAL NEW WALL CONSTRUCTION: NEW 56" ABOVE DECK P05T TECO ALL R.R. = ALL FRAMING LUMBER ® SMOKE DETECTOR
(2)21,X6" TOP PLATE PER 3.4.1.2 (WFGM GEORGIA PACIFIC SURFACE 0 �� TO E DOUGLAS
2'X6" STUDS 0 16"O.G. PER 3.4.1.1, 3.4.1.1.2 (WFGM) 14" WOOD I JOISTS 51MP50N H4 HURRICANE CLIPS �- FIR-LARGH #2 OR
ry BETTER.
I/2" G.W.B. I6" O.G. 0 16" O.G. (R.R. TO HDRJ
21,X6" SHOE PER 3.4.1.3 (WFGM) WI OR GPI (8) 8D NAILS REO'D
I/2" COX PLYWOOD SHEATHING 2
40 SERIES 3 SECOND NOTE:
TCKER 17MMSIMPSON BG4 POST GAP FLR. 21,X4" WINDSTORM BRACING
SMP FOAM BACKER (HDR. TO POST) — @16' 0.0. IN GABLE END
VINYL CEDAR IMPRE551oN1-1 INS NSN& (SEE DETAIL P. A-1) v (SEE DETAIL P. AA-1). •�
I-5/41,x7 :2--XV,-I/4" D.J. 12" O.H.
SIMPSON 6516 STRAP TIES 616" O G DECKING
DONT. VENTED SOFFITS NOTE (PER R g052):
0161, O.G. (Slim TO STUD) (2)2"XIO" HDR.
(SEE DETAIL P. A-W (3) 2'x8" 41,X4" POST (6) NAILS MIN. REOb EACH ROOF SHINGLE.
LAT. BRACING LIVING ROOM y.V (2) 5/4��xT�� NAILS TO BE &ALV. STEEL, 12 GAUGE, I" LONG
TYPICAL NEW WALL CON5'1RUCTION: STL. PLT. WITH 3/8" DIA. HEAD.
(2)2"X6" TOP PLATE PER 3.4.12 (WFGM) @ MID-POINT
2"Xb" STUDS 0 I6'O.C. PER 3.4.1.1, 5.4.1.12 VENOM) NEW SIMP50N 12" 0516 STRAP TIE
1/2" G.W.B. GEORGIA PACIFIC, (POST TO D.J)
2"X6° SHOE PER 5.4.1.3 (WFGM 14" WOOD 1 JOISTS 2"X8" NAILER
1/2" GDX PLYWOOD SHEATHING R-19 INS. Ib" O.G. BOLTED TO HOUSE SIMPSON A23 ANGLE5
TYVEK 3/b" FOAM BACKER 4 SF (GDR.
GPI TECO ALL DJ. OTO D.J) FIRST
VINYL CEDAR IMPRESSION 51011,16 il 40 SERIES DECKING FLR.
RR-1-1 _INS. — — —
(2)2"XIO" HDR.
CRAWL 5PAGE (2)2"x1o" 41,x4" POST
(2)21,X6" GGA SILL DE T b" P.G. PND, GRD SIMPSON PB44 POST BASE N 12-05 4 NEW CODE
SILL SEALER 2" RAT E
AL. TERMITE SHIELD SLAB 2x8 DC
10-05 3 CLIENT CHANGE
51MPS0N 557624 ANCHOR 6 16" O.G. II 111 _ 9-05 2 ADD WINDOW E PORCH MOP.
BOLTS SHEF / \ \ 90NOTU E F6T6. EP / \ O
\\r m OS-02 FOR FILING d PRICING
I-I/2" DIA. WASHER 0"X16" P.G. FUD. FTG. ' ' ' L----\ 6ELL5 TO 24" DIA. L— �
0 36" ELOW GRADE DATE: ISSUE NO. DESCRIPTION
SIMPSON G516 STRAP TIES (SEE SONOTUE
016" O.G. (SILL TO STUDS) � �� I ®+ "ELL FTS. DETAIL)
STRAPS TO BE LAPPED I�VI 1 1
UNDER BILL (SEE DETAIL P. A-q)
#4 RE-BAR (CONT) p1FW F
SCALE /4" CONTRACTORSHALLVERIFY
HEADER ALL FIELD CONDITIONS AND
A 'C FES T
21,X8" R.R. 0 6"O.O. SIMPSON G516 STRAP TIES 016" 04. (SEE PLAN FOR SIZE) DIMEN510145 AND BE hQo +l(
I/2" 11 SHEATHING PER 5 (APER (SEE DETAIL P. A-q) TECO CONNECT AND OUALITY OF WORK
RESPONSIBLE FOR FIELD FIT
#15 BLDS.D6. PAPER ALL G.J. GEILIN6 JOIST No ALLOWANCES SHALL BE
= "i
ASPHALT SHINGLES (SEE PLAN FOR SIZE ! SPACING) MADE IN BEHALF OF THE ,ym
2"X10" RIDGE CONTRACTOR FOR ANY 2 No �d P
2"X61, WINDSTORM BRACING PER 5.5.1.4 (WFGM) HI15PARRROR NC-SLEcr ON SFO P OFEsS\O�
0 48" O.G. FIRST (2) R.R. BAYS 9/05
PER 5.5.5 (WFGM) 2"x6" G.T.
ICE 4 INATER
UNDER ASPHALT SSHIN&IEES . / 0 16" O.G.
�T/�
SHIELD TO CONSIST OF SELF- JL DRAFT
ilV WGA C.
BITUADHERING POLYMER MODIFIED 12
I/2" 6.W8. SIMP50N) 5P6306 16 METAL STRAP TIES oRMTSMGN All Types Of Plans Drafted
COMPLY
SHEET. SHEET IS TO / 016" O.G. ON NAILS REO'D fO9���u FYOVIdin The Finest In Affordable
COMPLY WITH ASTM E CLO. T�
SIMPSON HT HURRICANE CLIP (2) I-5/4"xq-I/2" / g
CONNECTOR EA. R.R. TO STUD M.L. HDR. 2"x10" G.J, / FLUSH A TT I l./ Draftlrig Services"
0 16" O.G. 6 16" O.G.
(SEE DETAIL P. WR-22 INSUL. - - CEILING
GUTTER E LENDERS O I RYS E R DETAIL ww.jldraf ting corn
200 Route 110 • Farmingdale N.Y. 11735
I"X61, RIM BOARD PER 2'-O" 56" METAL TEGO
5.5.15 (WFGM STRAP TIES S N.T.S Phone (631) 843-1949 Fax (631) 843-6190
6 I6" O.G.
I'-O"O.H. PER 3.5.1.1.3 (WFGM (SEE DETAIL 71-15 PAGE)
CONT. VENTED JOHN TEUPEL P.E.SOFFIT SITTING AREA
TYPICAL NEW WALL CONSTRUCTION: BEDROOMNFYq _
1 -
(2)2"X6" TOP PLATE PER 5.4.1.2 (MGM) 16 O.G.ORGIA PAGIFIG
14" WNYS LICENSE NUMBER 061438-
2"X6" STUDS 0 I6"O.G. PER 5.4.1.1, 3.4.1.1.2 (WFGM CTE
1/2" 6.WB. OOD OISTS
J200 Route 110, Suite 1B
2"X6" SHOE PER 5.4.1.3 (WFGM)
WI OR GPI IN \ DY O I Farmingdale N Y 11735
I/2" GDX PLYWOOD SHEATHING SECOND ® NEW
TYVEK 40 SERIES
W U�U� 2"Xb"R.R. Phone (631) 755
5/8" FOAM BACKER -7920
L y ® Fax (631) 843-8190
VINYL CEDAR IMPRESSION SIDINS I I 616"OG
1
R-191N5. NEW
SIMPSON 6516 STRAP TIES I 2'X8"R.R.� 3 I —2"xl°" RIDGE — _ — _ — I PROJECT TITLE:
016" O.G. (STUD TO STUD) ®16 or, r
(SEE DETAIL P. A-q) KITCHEN I
TYPICAL NEW WALL CONSTRUCTION: = C I V I P?tLUMBO
(2)2"X6" TOP PLATE PER 3.4.1.2 (WFGM) GL. FOYER 14E1"1 O q OVERLAY �-'.
6FOR61A PAGIFIG m / 2x10' RIDGE—I ROOF ;_� --,°fl RESIDENCE
2'X61, STUDS 0 16"O.G. PER 3.4.1.1, 3.4.1.12 (WFGM) G � I W I
2"X6" SHOE PER 3.4.15 (WFGM " WOOD I JOISTS7X
I/2" ODX PLYWOOD SHEATHIN& I6" O.G. 21,X8"R.R. cv 21,X8"R.R. IW
7YVEK I OR GPI R-Iq INS. FIRST �/ ;--d� �9 016'OG/ 616"OG� I I GRATHIWOHL IROAD
9/8" FOAM BACKER 40 SERIES �UU1 n// — — �, NEIAI SUFFOLK, NY
VINYL CEDAR IMPRESSION SIDING - _ FLP. Z X ® n,�1�_
R-19 INS. HEM HEWN _ K U � iv ASPHALT PATI O
Q) I — (WALKWAY
(2)21,X6" GGA SILL i O � I- PAD ROOFING
SILL SEALER GRADE 2„ RAT CRAWL 5PAGE F e P.G. FNP. ry ® I K u0 / IDR NIAGE.UIE O.R�p DRAWING TITLE:
AL. TERMITE SHIELD W;W
SIMPSON SLAB 557824 ANCHOR a) =
O K NEW I /
BOLTS 4'-0" O.G. ry NEW O H,
-I/2" DIA. WASHER nl �9 X /
B"X16FU
" P.G. D. FTG.�" " �X ® � 28"R.R.�ry 21,X8"R.R\\
SIMPSON 651657RAP TIESI ry ®1\ b1,oG� 016,00J I 2 STORY RESIDENCE
016" O.G. (BILL TO S'UD5)
STRAPS DE LAPPED SEC 7 1 0}dN I 1
UNDER SILL (SEE DETAIL P. A-q) I
#4 RE-BAR (CONT) SCALE 1/4" = 1'-0" L
ROOF FL A � DRAWN BY: DRAWING NO.
f� 5F.
CHECKED BY:
SCALE I/8" = I'-O" J.T. A=7
SCALE:
AS SHOWN
DATE: TUBE NO. I PRO). NO.
Oq-06-02 02-358
LEGEND
OFASTENING RECOMMENDATIONS FOR SIDE—LOADED, Jdit Regular FlierBmckmg Full-depth Filer Backing F11 DOUBLE JOIST CONSTRUCTION F18 BEARING STIFFENERS F8 BEVEL CUT JOIST
Bl MULTIPLE PIECE MEMBERS �n detail FI2 Use n aem9f FI3,FI4 a c4 (Nat normal if bath loaded clearly from show) Fl ATTACHMENT AT END BEARING � cap(,/4 ±)
Matimum Uniform load Applied to Other or Both Outstare Pieces(Ihs./lio.11,) CPI 15 91/2" I/f+5/8'plywood/(TSB(6'high) 1/2"+5/8'plywood/OSB(6'high) Clinch adds when Heads NEW FOUNDATION
I.Top and eoa t raves said be 2'ham wigs 11 7 8 12 +518' 0011 OSB B high)
2 Bill hila an to be a mHmmn of I/3Y'to a mmhnum al 1/16• /° / / �� / ( 9) 2°±
h s hall Nm Ne hill dumHr and should be located t to CPI 25 9 I f 2X6 2X6 . One On bow a sinker sell each side at Do not heft at
lul with 16d summers BOLD wgo 1/f hate 0e lop ad Hattan of Ba mmBer.Each brit must extend NrmgM1 / Fier blocking I list beyond Inside
Pills h NmBer 2 ern al I?¢esu J ran d 17 ere y 2 me d 2L oo'back of X 2 ern d 11 ox 2 ern d b'ac Ne Is thkNnms of me mamba.Use wailers and,had and mal. Il 7/8' 2X6 7X8 bearing,typical far of WOda bearings.
3 Varus la soil corms pons may be darted fa 511((ana(plywood,OSB,7x4)ash side at face of app0d.
2 505 760 505 1015 2030 6'ac a hall IN 4'lac nal ayang If 7X8 2X10 I/B•gap -Hangers with side nailing. NEVI PARTITION
7 3@J, 570, 780 760 IS20 1,Stange mil m'al fmtmes by 12 I6' 2X18 2X12 -Hangers with sides not containing
5.Fa a hen ame member.Pere ssdpl Millan is her aril side to Bane of'Isl
Not Recommended M 675 17.0` 6,Far-Ise ball members should and be aad wM1m IMds ass, p 9 F
v Y (P13514' 2X10+I/2'plywood/OSB �+ -Birdwoulh cuts
2 TOW to both skis of Ne areas. 16, 2X0+1/2"plywood/OSB 2X12+1/2 plywind/OSB I r2'm
2PLY 3PLY 4PLY EXIST. PARTITION
BIA1B12 ROWS®24'o.c STAGGERED -Use with MARK ( ) INF 30 91/2' 2X6+5/8'plywa°tl/IEB M+ 5/8'(aywmd/� ——_____
® n1/a' as+ s/e'plywood/as0 2MB+ 5/e'plywood/DSONAILS DEMOLITION
17/4'minimum baring Its 2•± SBFFFNER. e 4-OdWF 33 9 I/2' 2X6+ 5/8'plywood/OSB 2y6+5/0'plywood/OSB 1) Suppml bock of ouch during nailing 10 prevail damage to aI all Boa and roof details GPI Is: 1/2' 4-Bar PART T ON/FOUND.
io =
®
117/8' 2x6+ 5/0'plywood/OSB 2X8+ 5/8'plywood/OSB GPI 25: 5/8' 4-ad
web-flange connection.
I 3YP 1,' 2MB+ 5/8'plywood/OSB 2x10+5/8•plywood/p5B CPI 35: I/Z'+ I/2" had
2) Leave 1/8'lop between tap of MIEr Masking amtl bottom of tap flange To°void splitting Range, start nails at least Notes Wood I Bevel
NAM 2 ROWS 012'o.c - Use with MARK 1( ) BOLTED 2 ROWS M If 0.c -Use wash MARK 1( ) '6' M+ 5/8'dowel 2x12+5/8•plywood/DSO 3) Black slid beteem lists(a fall length of span. I '/f fres end Drive nails at an angle to Tight fit OFF 30, +1/f 3-10d or x-bridg6lg required
present splitting of Haring plate. NIF 43: 112' 3-124
O O O a O INF 4311 1/8• (2)2X8 (2)2XB 4) Place lists together and nod from each side with 2 rows of find nods at baring la lateral SI7 support SMOKE DETECTOR
14' (2)2%8 (2)2X10 al 12'alclindled when possble. Slogger men from opposite a Minimum width 2 5/16"
O O o o O 16 (2)2XB (2)2X12 sides by 6•.
Check loft hu0clng cede far oppropdote detail In area of high lateral load.
NNLOD 3 RDAS o 12'a c.—Use with MNd(1( ) BOLTED 2 ROWS D 6'or. —Use with MARK 1( ,M F7 BLOCKING PANELS USED FOR BRACING
F6 DECK Sheathing
0 O a O O O O F3 WOOD I BEAM RIM JOIST O ATTACHMENT
F2 BLOCKING PANEL, EXTERIOR NOTE After hart bath. rP Flbe Sher
Vedkal load boaster=2000 pit mart. stogie layer 23/32. 48/24 APA rated ahaomin9 P 9 using.lanpaanly hang Ing, fall ran hoard
Vertical load transfer=2000 plf may. (Plywood r OSB) rim provides 1000 off vertical lad(lag 9aeY only)and rimose harm,rmam Inger,
O O O as O a O O load tmmelon (two layers = 2000 of), ask his wih High Hall mddog mmed0tay reapply
Mowed only with Joist depths up to 11 7/5' Ilex and nddl log mueer(a tol Antal
.,,,h unless used with 2x4 mhn. .,p.ah
Wood I Beam blacks oa shown m all F4.
rim list 2-4 BaleniXed
F12 FLOOR OPENING, TOP MOUNT HANGERS ce near rim 'ht tom sl dtdtats
P p ford washers
Assemble double list per detail FIT. \ Bonne ofel with 10d nail: good 1 Beam for spacers
(regular Garter) i All 006
blinking panel ads
dleddgeer
Docker block: �'� and ca siding
Before nsldllng a Hacker to a dahle last,dine i i Fa siring use
an additimd 3-IOd nails info the web where �! backs block
the backer wart Ft.Install backer tight to top �i per backer
b 2•
Fault Use Hill mils,clinched whin possible. r ,� C-P OherStmn
Minimum 1 3/4' y rim bound g 2y_Pi ledger attached with
J psi bearing i 1/2'diameter X 4' through Hills 12-03 4 NEW GODS
Odder Mods• i i with washers and nuts(a 1/f x 4•
Blocking panels installed far a minimum 10-03 3 CLIENT CHANGE
Joist Ndaicl D th i Bed mils of fibs (or per of 4' at each banding comer and at lag screws). 3501 per bolt
One nod at t design professionals specs., least 4' a.sry 25' .f wall length 11-05 2 ADD WINDOW $ PORCH MOD.
PPI 15 9 117/8' 1/f a 5/d plpoud/M 6' W U. ed nails a 6 a c.
k bottom flange: but complying with inst°Il cton Bar naN I and /2"sheathing
CPI 25 91 34' I «1000 6' / B W 03-02 I FOR FILING 6 PRICING
b vlw / Bar GPI 15,25'iEts Note D, P.27 C-P Product Cuide.) Bar nods at s'a.c.(err pm design pro- bottom III
117/8',W.I6' 3/4'plywood/LW 71/4' i ( P fessimars sped., but complying with DATE: IS5UE NO, DE50RIPTION
CPI 75 N',I6' I f+12' OSB 714' / 16d(GPI 35 lists) Insthllatton Note D,P. 27 P Product Guide.) XBO7.atbyt'd
0sll'm ked hie by lum5og
/ / plywood/ / / B Bd nails at 6'on cents wN a A a M1mnmer.0wr-leghlrg ser
A// Check local building code for appropriate detail In areas of high lateral load. tae-noel to plate, typical Optiomn of sxe'and std be moil
Joist Motlal Depth i
OF 30 9l/f,117/8' 'It+'It p1} abase 6' P1 JOIST SPACING BFLOW PLUMBING WALL
and 11 14',16, 1/f+I/7 plywood/OSB n/4• F15 JOIST TO BEAM CONNECTION F16 JOIST TO BERM CONNECTION STEP DOWN F11 JOIST TO BEAM CONNECTION STEP DOWN CONTRACTOR SHALL VERIFY rr
IF 43 11 7/B',IP,16 7y0 11/4 r Karl DIMEN51ON5 AND BE
Pal to wag ALL FIELD OONDITIONS AND .l I
1
,.hist B aim bade eat RESPONSIBLE FOR FIELD FIT O 'p
P 9 9 y AND OIIALTY OF WORK -
J]MI &4 WMI 2l X'od NO ALLOWANCES SHALL BE P
'Block must be ling enough to permit fegdlfed selling without sp11N10g. MADE IN BEHALF OF THE m v
A (rP Lam LW.eOi Beam ah((mttf may De accused at hangers.
all 15 5' T MADE IN BEH FOR ANY
23 32 ed 24 9 Y ml 25 51 f 71 Y ERROR OR NEGLECT ON tPF O
Hanger APA Rall (See detail FIA) WI 35 6' 81 HI5 PART �PROFE55\
Clulom Beam / / o
Note: Bening dUfeners Sh adial a -1/03
BemF14 STRINGER TO JOIST CONNECTION with ingin de fae. Flush platebeam.
may deer FIB) Fp approved a,suet 6 Will
with inside fete of beam. (see herequired,uire WF W 6, e• e o
m.
Top mount hangers Bar ails. WF 43 r T JL DRAFTING, INC.
ORArTsewex All Types Of'Plans Drafted
Double Woad I Beanl"constaction per detail F11 (lull depth � �� esu
filler). Backer blackleg site and installation per detail F13. Providing The Finest In A,fbrdahle
JI
Top mount 5 < Drafting Services
hangers a See detail F7
fa deciding Hanger
requirements. www jldrafting.tom
200 Route 110 • Farmingdale N.Y. 11735
' Appropriate tote Ledger for Boor Phone (631) 843-1949 Fax (631) 843-8190
mount hangers may sheathing attachment
he substituted. See APA Rated Shathimg
detail FIB for becong FP h LV,,or or STDRD-I-FLOORm
Hangers Nailing Requirement sliffaer requirements. Steel Beam B culam Beam FP La TLVL or Imo}, T I P.E.iders OHM JOHN I rzUFEL, 1
al (Kant-Sag) MSH218 Minimum 12-100 nails Into LVL header
OR or double joists. Minimum NYS LIGENSE NUMBER 061455-1
Simpson strong-Te THA21e 4-1od x 1 1/2" nose into stringer.
For atragere longer than 14' or stringer reaction. exceeding 7008, call O-P �n Chart dinettes
200 ROUTE 110, SUITE 1H
F3 WOOD I BERM RIM JOIST F2D WEB STIFFENERS FARMINGDALE, NY 11735
Veracal load transfer=2000 pit may. TEL- (6 31) 755-7920
FAX (631) 643-6190
Wood I Beam
rim list FROJEOT TITLE:
Tae-not rim Of to top
Boge of list oft lad inu: PALUMBO
NI INF Comenthated lead
Ram above RES IDENOE
i� Fa siding use �� ' GRATHWOHL ROAD
�! Walter black V4m x, 7,P,
per fill i' NEW SUFFOLK, NY
loommm 1 3/4•
y
Yet Herring
Bid nails at Cal (a per DRAWING TITLE:
One nod at top design professional's specs,
R bottom Boole: but complying with nstaIutim ON when postal less sal IoW 6s
Note D, P. 27 PrP Product Guadw) know sORaes cold N8 bar t omsl
Bd(CPI 15, 25 lists) o Per tot a a9'
16dGPI 35lifts) PlsttoNot,ancia i load. adequacy of FROPOSED
2 STORY RESIDENCE
DRAWN BY: DRAWING NO.
S.F.
WO®�
T'
JSTS ISE TAS I LS OHEGKED BY:
J.T. A_�
N.T.S. SCALE:
AS SHOWN
DATE: TUBE NO. PRO-. NO.
0,51-06-02 02-358
PIPE OR OTHER
PENETRATION LEGEND
NOTE: SIMPSON G516 STRAP TIES ® 16" 00.
NAIL REQUIREMENTS FROM (8) 8D COMMON NAILS INTO EACH R.R.
TABLE 5313, WFGM-1995 5/4" PLYWOOD (16) 8D COMMON NAILS TOTAL EACH STRAP
FLOOR RIDGE VENT(2) 2"X4" TOP PLATE TECO CONNECT (ALL R.R)
SIMPSON 0516 STRAP TIES GUT BACK PLY.
SEE PLAN FOR QUANTIFY FOR RIDGE VENT NEW FOUNDATION
OF 8D NAILS REQUIRED = -- ROOF RAFTER ASPHALT SEAL TAB SHINGLES
•I5 FELT
BLOCKING REQ'D lSEE PLAN FOR SIZE) 1/2" GDx SHEATHINGfr'�
SIMPSON H4, HS OR HB CONNECTOR
RIM JOIST - - • • a I6 O.G. ' NEW FARTI TI ON
2ND FLOOR JOIST
(SEE PLAN FOR SIZE)
COMPLIES WITH TABLE 5,58,
ML. HDR. APPROVED NON-COMBU5TIBLE WFGM-1995
SEE PLAN FOR SIZE FIRE STOP MATERIAL. ROOF PITCH TOBESTRUCTURAL RIDGE SIMPSON STRONG TIE EXIST. PARTITION
GREATER THANN 4/1/1 R 2. (SEE PLAN FOSIZE)
ON STRO R P
JOIST ER 8602 .8 RESIDENTI ,�L TIE ET�41L FOR EIRE STOP
HEADER / FLOOR METAL JNC7ER OIST HA � IDOE VENT DETAIL FORGH RR TO HEADER =--=Z:7--= DEMOLITION
�IE�D
/ WALL STUD GONNEGTI ON DETAIL GORE OF NYS N.T.S. N.7 5, GONNEGTION DETAIL PART IT1oN/FouND.
N. I/2" SPACING ALLOWS N.7 S.
T.S. HOLD DOWN INSTALLATION SMOKE DE- EGTOR
ENDWALL (5)WALL STUDS SD
ROOF RAFTER (SEE PLAN
2"x4" FOR SIZE AND SPACING) BOLTS
WIND BRACE (2) 2"x4" PLATE CORNER T . . STUD CONPECITED • SIMPSON HD2A HOLD
FASTEN O RRWITH
® 16" O.G. .�(4) BD GOIMMON NAILS TOTAL TO TRANSFER SHEAR • DOWN ALL
EXTERIOR CORNERS
(2) 812 COMIMON NAILS EACH SIDE (2) IbD COMMON NAILS
SIMPSON HIT CONNECTOR a 6" O.G. NUT t WASHIER
a Ib" O.G. REFERENCE: FIS, 5.7a, PROMDED N RF61TH
HHHHH DOUBLE TOP PLATE WFGM-1995
fj
(SEE PLAN, FOR SIZE) 0 SHO SEGTIO7N FOR SIZE)
O /` ELE END IAI IN� 2"x4" GABLE END I FASTEN TO PON NAI WITH
f'� +/ y, STUDS ® IG," O G. 1 (2) 8D COMMON NAILS TOTAL TROF RPM
E3R /` GF— DETAIL _ FASTEN O MONSTUWITH (SEE PLAN FOR LENGTH)
f-� DOUBLE PLATE (B) L COMMON NAILS TOTAL 'ORM16 COUIPLER NUTS
WALL STUD
(SEE PLAN FOR SIZE AND SPACING) BOX BEAM
NTS, COMPLIES (5) BD TOENAILS ALSO REa'D DOUBLE SILL
WITH TABLE PER TABLE 5.3A, WFGM (SEE SECTION FOR SIZE)
5.58, WFGM THIS CONNECTOR TO BE USED WHEN
R.R. ALIGNS WITH WALL STUD •4 REBAR(CONT)P.G, PND, WALL
SIMPSON STi�ON(5 TIE � � oo. �. "ate
12" 4'X4" POST n,"" b�I,� 12-03 4 NEW CODE
FASTENSIMPSONPB44POST BASE Ha7 GONNEG7C)R DETAIL .qa �' •4 � •� SIMPSON SSTB24 10-05 3 CLIENT GRANGE
FASTEN WITH (12)16D NAILS, ANCHOR BOLT
6 ON EACH SIDE
FOR USE WHEN BUILDING OVER CRAWL SPACE OR CELLAR 9-05 2 ADD WINDOW s PORCH MOD.
SIMPSON HD2A MOLD DOWN 03-02 FOR FILING 1 PRI GING
12" DIA. P.G. T S. DATE: ISSUE NO. DESCRIPTION
SONOTUBE GONNEGTI ON DETAIL
Q 4"X4" POST TO
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174
SIMPSON P644
m
" P05T BA5E a
24" DIA. BELL FTG. O RIDGE N.T.5,
ALL FIELD CONDITIONS AND
Q - ry (SEE PLAN FOR SIZE) CONTRACTOR SHALL VERIFY
SIMPSON 0516 STRAP TIES a Ib" O.G. DIMEN51ONS AND BE h� VFE 0
2' O" 2ND FLOOR WALL ST7)D RESPONSIBLE FOR FIELD FIT
(B) 8D COMMON NAILS INTO EACH R.R. AND QUALITY OF WORK
(SEE PLAN FOR SIZE
(I6) 5D COMMON NAILS TOTAL EACH STRAP SPACING) R.R. NO ALLONANGEB SHALL BE
MADE IN BEHALF OF THE ' >
VERTICAL 5ECTION VIEW PLAN VIEW SIMPSON 0516 STRAP (SEE PLAN FOR ERROR R EGL cAo ��is o.61b�o?P/„
TIES ® Ib" O.G. SIZE 6 STAGING) GIRDER
G®NO TU� AI I T� (5) 8D COMMON NAILS TO F.F. STUD LT516 a EACH R.R (SEE PLAN FOR SIZE)
HIS PART FO PR ESg�
S Y `I: (T5) BD COMMON NAILS TO 5.F. 57UD (R.R. TO HDR. E KIN67 STUD) 3
(2) 8D COMMON NAILS TO RIM J015T WHEN R.R. END OVER HDR.
S E L L F O O T I N G DETAIL TOTAL (12) 8D COMMON NAILS (B) IOD COMMON NAILS REQ'D
2ND FLOOR, FLOOR JOIST SIMPSON H SERIES SIMP50N B04 P05T GAP JL DRAFTING INC.
(SEE PLAN FOR SIZE )
HURRICANE GRIP o (3)I6D NAILS INTO EACH SIDE OF POST
SCALE 1/2° = 1'-0° STAGE) (SEE PLAN FOR DETAILS) 0 (S)16D NAIL5 INTO EACH SIDE OF GDR. �NxpRSMGw A// Types Of'P/ans Oai'ted
(
(2) TOP PLATE SIMP5ON HTSI6 TWIST STRAPS a PER SIMPSON STRONG TIE SPECIFICATIONS FrpVt(rin The Finest In Affordable
(SEE PLAN FOR SIZE) COMPLIES WITH TABLE 5.38, (TOTAL OF 12 I6D COMMON NAILS) 'ps¢ g
IST FLOOR WALL STUD WFGM-1995
(SEE PLAN FOR SIZE (I6) IOD COMMON NAILS R50V Drafting Services'"
AND SPACING) (6) 12" SIMP50N 6520 TIES 4'X4" WOOD POST
COMPLIES WITH TABLE LAP TIES UNDER SILL www.,7ldra Fting corn
COMPLIES WROOF RAFTER WITH TABLE (cam PLAN FOR SIZE (� 3.50, WFGM-1995 (B) 8D COMMON NAILS PER TIE REQ'D SIMPSON STRONG TIE 200 Route Farmingdale N.Y. 11735
3.4, WFGM-1995 AND SPACING) SIMPSON STi�®NG TI t-t� COMPLIES WITH TABLE Phone (631) 843-1-1 949 Fax (631) 843-819819
0
3.5b, WFGM-1995 POST GAF DETAIL
SIMPSON STi�ONC� TIE STUD TO STUD SIMPSON STRONG TIE
RAFTER TO RIDGE TO RAFTER CONNECTION DETAIL HEADER TO JAGK POST N.T.S. JOHN TEUF=EL, P.E.
GONNEGTI ON DETAIL GONNEGTI ON DETAIL NYS LIGENSE NUMBER 061458-1
N.T.S 200 ROUTE 110, SUITE 1B
N.T S. N.T.S.
FARMINGDALE, NY 11735
TEL. (631) 755-7920
FAX (631) 843-8190
PROJECT TITLE:
ZIP PALUMBO
WALL STUDS 1/2" SPACING, ALLOWS RESIDENCE
2"X4" STUDS
SIMPSON 0516 SITRAP TIES ® 16" D.C. HOLD DOWN INSTALLATION
® IG," O.G. k4.
LAP STRAPS P TO SILL PER 3.2.2.3 WFGM-1995 (5)WALL STUDS
END OF STRAP TO BE NAILED ENDWALL I"x6" GRATHWOHL ROAD
51MFWN GSI& STRAP TIES 016" O.G. TO SIDE OF SILL. (TYP) CROSS BRACE J^I I (2) 12D NAILS
LAP 57RAPS UNDER SILL (5) 8D COMMON NAILS INTO RF. SND • (2)5/5BOLTS II INTO TOP PLATE �EW1 SUFEQ LK, NY
CORNER STUD CONNECTED V
PER 5.2.ST WFGO BE (3) 6D COMMON NAILS INTO SILL TO TRANSFER SHEAR • • 2"x4" KNEE WALL
END OF STRAP TO BE NAILED (4) BD COMMON NAILS INTO RIM JOIST SND m 16" O.G.
TO INSIDE OF SILL (TYP) (12) BD COMMON WAILS TOTAL (2) 16D COMMON NAILS IS HD2A HOLD
(5) 8D COMMON NAILS INTO F.F. STUD ® b" O.G. DOWN AT ALL I"xb"
FLOOR JOISTS (SEE PLAN FOR 51ZE GROSS-BRACE DRAWING TITLE:
1-1 " COMMON NAILS INTO SILL REFERENCE: FIG, 5.10, • EXTERIOR CORNERS (2) 80 NAILS
^\' AND SPACING) WFGM-1995
` -I/2" DIA. WASHERSIMPSON 5ST524 ANCHOR BOLTS 0 DOUBLE SILL (TYP)
SIMPSON 55T624 ® 4B O.G. (SEE SECTION FOR SIZE) (2) 8D (2) 12D NAILS FROPOSED
ANCHOR BOLT a 48" O,G. -I/2" DIA. WASHER NAILS INTO BOTTOM PLATE
(PND. TO DOUBLE OGA SILL) (2)2"X6" GGA SILL24" COVER •4 REBAR (CONT) 2"x4" KNEE WALL STORY RES DENGE
' ' SND ® 16" O.G.
4" COVER -�� •g.,y SIMPSON 557524
COMPLIES WITH TABLE •4 REBAR (DONT) C 4" P.G. SLAB
396, WFGM-1995 - . ' ;".', .' x 4 RE-BAR (CONT') Pae 4 Pad4 e" ANCHOR BOLT
B" P.G. PND• SEGTI ON VIEW ELEVATION SIMPSON STRONG TIE SIMPSON STRONG TIE S I M��O E AH#��LDI�Ov�#®�� DOWN
DRAWN BY: DRAWING NO.
STUD WNALL TO SLAE3 FOUNDATION STUD TO �.C . FOUNDATION ATTIC <NEE WALL GROSS-5RAGING S.F.
CONNECTION DETAIL DETAIL CHECKED BY:
CONNECTION DETAIL CONNEGTI ON DETAIL J.T. A_�
N.T S. SCALE:
N.T.5. N.T.5.
NTS AS SHOWN
DATE: TUBE NO. PROJ. NO.
Oq-06-02 02-358