HomeMy WebLinkAbout31617-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31951
Date: 10/24/06
THIS CERTIFIES that the building ADDITION AND ALTERATION
Location of Property: 735 SMITH RD PECONIC
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 98 Block 4 Lot 8
Subdivision
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated NOVEMBER 17, 2005 pursuant to which
Building Permit No. 31617-Z dated NOVEMBER 18, 2005
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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR & AS PER CONDITDIONS OF ZBA #5758 DATED 10/27/05.
The certificate is issued to THOMAS V & MARISA DEMAGGIO
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2085545 10/10/06
PLUMBERS CERTIFICATION DATED N/A
Authorized Signature
Rev. 1/81
1
Form No. 6 �- --.
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
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
V\ Date. %C�a) /?1a
New Construction: �d o�reevstiicnig
Buildings: �
H — (check, one)
Location of Property: SA 1h arrl 7Or'�tl i�-N / ' la✓1 J��j/�
ouse No. Street 6 ) 3 mlet
Owner or Owners of Property:LAV uAj [7
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map, Lot:
Permit No. r7 �-
5���_ Date of Permit. Applicant:,MaSC>C�
Health Dept. Approval: �q 1 t p iwt Underwriters Approval: 1 - 40
/'
Planning Board Approval: L� - / (r%,G�t \
Request for: Temporary Certificate Final Certificate: v (check Qne) J
IV
Fee Submitted: $ �f r r%A A. , I A k.,
.Applicant Si at
C04 3) 951
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BY THIS CERTIFICATE OF COMPLIANCE THE
5
NEW YORK BOARD OF FIRE UNDERWRITERS
5
5
BUREAU OF ELECTRICITY
5
40 FULTON STREET — NEW YORK, NY 10038
CERTIFIES THAT
5+
5
Upon the application of upon premises owned by
�l
5
THOMAS DEMAGGIO THOMAS DEMAGGIO
c7
S
1853 EMMA ST 1853 EMMA STREET
5
5
WANTAGH, NY 11793 WANTAGH, NY 11793
5
5
735 SMITH ROAD PECONIC, NY 11971
Located at
cS
5
Application Number: 2085545 Certificate Number: 2085545
5
Section: Block: Lot: Building Permit: BDC: nsl1
5
�5+
Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of
5
5
electrical devices and wiring, described below, located in/on the premises at:
First Floor, family room, Outside,
5
A visual inspection the electrical system, limited to electrical devices and wiring to the detailed
5
of premises extent
herein, was conducted in accordance with the requirements of the applicable code and/or standard
5
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
5
Sauthority
5
having jurisdiction, and found to be in compliance therewith on the 13th Day of October, 2006.
Name OTY Rate Ratine Circuit Type
5
5
Wiring and Devices
[C
5
5
Outlet 11 0 Fixture
Fixture 11 0 Incandescent
5
Outlet 18 0 General Purpose
5
Receptacle 15 0 General Purpose
C_
5
Switch 5 0 General Purpose
5
5
Dimmers 2 0
5
Paddle Fan 1 0
5
5
5
5
5
5
5
5
sea/
5
I of 1
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5
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
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PERMIT NO
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)
31617 Z
Permission is hereby granted to:
THOMAS V DEMAGGIO
1853 EMMA STREET
WANTAGH,NY 11793
for
Date NOVEMBER 18, 2005
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR
7
at premises located at 735 SMITH RD PECONIC
County Tax Map No. 473889 Section 098 Block 0004 Lot No. 008
pursuant to application dated NOVEMBER 17, 2005 and approved by the
Building Inspector to expire on MAY
Fee $ 150.00
ORIGINAL
Rev. 5/8/02
2007.
316 (7 z,
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING/ STRAPPING�<FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE 16 INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [
[ ] FOUNDATION 2ND [
FRAMING / STRAPPING
Vll [
[ ] FIREPLACE & CHIMNEY [
REMARKS:
] ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
zip
DATE
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INSPECTOR � d -4 �
31417z -
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/ STRAPPING X FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
-04
DATE INSPECTOR
JOHN TEUFEL, PE
PROFESSIONAL ENGINEER
707 ROUTE 110, SUITE A-1
FARMINGDALE, NY 11735
631-755-7920
Fax 631-843-8190
January 11, 2006
TO: Town of Southold Building Department
FOUNDATION CERTIFICATION
PROJECT.- New One Story Front Addition at 735 Smith Road Peconic , NY
05-274
Based upon my inspection, I certify that the above foundation is structurally sound and
has been constructed in compliance with the approved plans and the Residential Code of
New York State as well as all other relevant codes and standards.
Please contact me if you have any questions or comments about the above.
FIELD INSPECTION REPORT
I DATE
COMMENTS
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FOUNDATION (1ST)
-----------------------------------
Ta f
FOUNDATION (2ND)
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ROUGH FRAMING &
PLUMBING
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INSULATION PER N. Y.
STATE ENERGY CODE
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ADDITIONAL COMMENTS
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Office Location:
Town Annex /First Floor, North Fork Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
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http://southoldtown.northfork.net
BOARD OF APPEALS
IV
TOWN OF SOUTHOLD
4 2005 Tel. (631) 765-1809 Fax (631) 765-9064
FtNbINGS, DELIBERATIONS AND DETERMINATION
MEETING OF OCTOBER 27, 2005
ZB File No. 5758—THOMAS DEMAGGIO
Property Location: 735 Smith Road, Peconic CTM 98-4-8
Mailing Address:
53095 Main Road
P.O. Box 1179
Southold, NY 11971-0959
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 13,139 sq. ft. parcel has 100 feet along the
east side of Smith Road and lot depth of 133 feet. The property is improved with a one-story wood
frame dwelling and wood shed, as shown on the May 15, 2005 survey, revised June 17, 2005,
prepared by Roy D. Hunt, land surveyor.
BASIS OF APPLICATION: Building Department's June 30, 2005 Notice of Disapproval, citing
Sections 100-242A and 100-244 in its denial of an application for a building permit to construct
proposed additions and alterations to the existing single-family dwelling. The reason stated by the
Building Inspector in his denial is that the proposed construction will constitute an increase in the
degree of nonconformance when set back less than 10 feet on a single side yard.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on October 20, 2005 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: The applicant wishes to construct a 20 ft. by 24 ft. two-
story addition along the west side of their home, facing Smith Road. A small section of the addition
is 9.3 feet from the side property line, within the 10 ft. code -restricted side yard.
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
1. Grant of the variance will not produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. The applicant's home as exists has a significant
nonconforming setback in the northerly side yard at 3 feet at its closest point, and 4.8 feet at the
Page 2 — October 27, 2005
ZB File Ref. 5758 — Thomas DeMaggio
CTM 98-4-8
opposite corner. The area consists of nonconforming parcels and many of the homes were built in
these locations prior to enactment of the zoning regulations. The proposed setback is greater than
the existing nonconforming side yard and is only a reduction of .7 of a foot, at 9.3 feet from the
northerly lot line.
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 has planned a new addition that will
substantially conform to the code setback requirements.
3. The variance granted herein is not substantial, resulting in a variance of less than one foot from
the code -required 10 ft. minimum.
4. The neighborhood contains cottages and single-family dwellings built prior to zoning (1957). No
evidence has been submitted to suggest that a setback reduction in this application will have an
adverse impact on the physical or environmental conditions in the neighborhood.
5. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of an addition, 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 Goehringer, seconded by
Chairwoman Oliva, and duly carried, to
GRANT the variance as applied for, as shown on the June 17, 2005 revised survey prepared
by Roy D. Hunt, and elevation diagrams date-stamped July 20, 2005 by the ZBA.
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 Oliva (Chairwoman), Goehringer, Dinizio, and Simon. (Member
Orlando was absent.) This Resolutio,"as duly adopted (4-0).
Ruth D. Oliva, Chairwoman 11/z1-fre105
Approved for Filing
TOWN OF SOUTHOLD PAOPERTY RECORD CARD
OWNER
STREET 3
VILLAGE
DISTRICT
SUB.
LOT /
m �l'11
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V.
1' ornan Sa,
1.4')
FORMER OWNE
k-
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E
ACREAGE
307—
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TYPE OF BUILDING
I,t',t���r'
Jf�
RES. ar J
SEAS.
VL.
FARM
COMM.
IND.
CB.
MISC.
Est. Mkt. Value
LAND
IMP.
TOTAL
DATE
REMARKS
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uti
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6 a a
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t e
a v
9 i
r .�aple
Fir o ..,
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oa—�l all
I�em��J
5 a-
# Ano +o
l�i` . -Iv
NEW
NORMAL
BELOW
ABOVE
FRONTAGE ON WATER
Farm
Acre
Value Per Acre
Value
FRONTAGE
ON ROAD
p Ana
Tillable 1
BULKHEAD
Tillable 2
DOCK
liable 3
(G
Woodland
Swampland
Brushlar,�
v
v
House PloL,
Total
I .
98-4-8 02/02
M. Bldg. S
X _ `Ji 02'
oundation
!P SC
Bath
I
Extension
�. 3
6P
S
Basement
j f7
Floors
r
Extension
Ext. Walls
�d ti }RL
Interior Finish
Extension
Fire Place
Heat
Porch
Roof Type
�� IC
9 x 2 = 2I (p o z>
�5
Porch
Rooms 1 st Floor
Breezeway
Patio
Rooms 2nd Floor
Garage
Driveway
Dormer
O. B.
3039zi'
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971"
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Southold/ PERMIT NO.
;20
20 �
Disapproved
e
r�
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C. _
Trustees
Contact:
Mail to: { '
lone:5I6-V—' g97
APPLICATION FOR BUILDING PERMIT
INSTRUCTIONS
Date
20
it. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
JOraf --�n� IV) , LQ(J)Z,+ VV_
(Signature of appli t or name, if a corporation)
—jM C.-�t t LU) S� A :1—o'\yJ3qCA(c_,
(Mailing address of applicant) " ! VGI 5
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
6 yos Com , 4 ) �-V t 0- 44 \0 7,
Name of owner of premises Vvb,o�� U
(As on the tax or latest deed)
Ip cant is at' Na ion, signature ofquly authoripill officer
V k (Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on whish propos d work will be done: "v
� ---2) 5 V � lit �2Y� cQ P�CC.�, to 1
House Number Street Hamlet
County Tax Map No. 1000 Section '7Block Lot
Subdivision Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and intended use and
a. Existing use and occupancy 0" -,'+XDWLA
b. Intended use and occupancy
of proposed
3. Nature of work (check which applicable): New Building Addition_�, Alteration
Repair Removal Demolition Other Work
4. Estimated Cost I Y D 00C) Fee
(Description)
(To be paid on filing this ap1lication)
5. If dwelling, number of dwelling units ` Number of dwelling units on each floor
If garage, number of cars N
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existim structures, if any: Front
–��.)I Rear_ 1._��Depth
Height 1 2) I H If Number of Stories I
Dimensions of same structure with alterations or additions: Front �' y' 'Rear (]'
Depth Height I S — 4S `A-► Number of Stories t —
8. Dimensions of entire new construction: Front z y I Rear Depth CxJ
Height Number of Stories 1
9. Size of lot: Front ) 0 0 1 Rear 100,11 Depth 12)3 (p � 1 t ✓ OV
l 11,, +
10. Date of Purchase }'Q d 2 Name of Former Owner
4 C k t In CA
icJk
11. Zone or use district in which premises are situated e {
– I0
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO �C
13. Will lot be re -graded? YES_ NO�K Will excess fill be removed from premises? YES NO
14. Names of Owner of premises 266 \
Name ofArehitert JuV\vv 1
i35
No.
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO jQ
* 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)
S:
COUNTY OFSu�I�S
La— U-'( C-Cn Q S being duly sworn, deposes and says that (s)he is the applicant
(Name of indivi ual signing contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Swom to before me this
4P'c
2005No
JOHN TEUFEL
Notary Public, State Of New York
NO.OITE6067673
Ouaiified In Suffolkmboe ���
Comrntssion Expires
O 'e, LN ` (L' o
Signature of Applicant
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: June 30, 2005
TO: Thomas DeMaggio
1853 Emma Street
Wantagh, NY 11793
Please take notice that your application dated June 27, 2005
For permit to construct additions and alterations to an existing single family dwelling at
Location of property 735 Smith Road, Peconic, NY
County Tax Map No. 1000 -Section 98 Block 4 Lot -8
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this non -conforming 13,372 square foot lot in the Residential R-40
District, is not permitted pursuant to Article XXIV Section 100-242A which states:
"Nothing in this article shall be deemed to prevent the remodeling, reconstruction or
enlargement of a non -conforming building containing a conforming use, provided that such
action does not create any new non-conformance or increase the degree of non-conformance
with regard to the regulations pertaining to such buildings_"
The existing single-family dwelling notes an existing single side yard setback of 3 feet Following the
proposed construction, the dwelling will have a single side yard setback of 9.3 feet. Pursuant to the
ZBA's interpretation in Walz 053091, such additions and alterations will thus constitute an increase in
the degree of non-conformance.
Therefore, the proposed construction is not permitted pursuant to Article III, Section 100-244, which
states that nonconforming lots measuring less than 20,000 square feet in total size, require a single side
Damon RiAlis, Permit Examiner
CC: file, Z.B.A.
Note to Applicant: Any change or deviation to the above referenced application may require
additional review from the Southold Town Building Department.
NOTES 1
1 ) Unauthorised alteration or adaltlon to a survey nap bearry
a licensed Land surveyors seal Is a violation of section 7209 , sub-dvls 2
of the N.Y. STATE Eduwtlon Law and Is IUegal .
2 ) Only copies From the oHgIrW of this survey narked with an original of
the lord surveyor's embossed seal or purple seal shaU be valid copies .
3 ) Certifications Indicated hereon sIDNFy t)qt this survwy was
prepared In accordance rlth the exktbp Code of Pracfte for
Larwl Surve)y�s adopteeyd by the NY. State Association of Professlonal
Land y to
coommpar. governmenthe tal ageenncy�and l n�drq InstliutIotn° us ed Mason
and to the assignees of the landing Institution . Certifications
am not transferable to additional Institutions or subsequent owners .
4 ) Underground improvements w encroachments , If any , are not shown hereon .
3 ) Lots show thus C 16 ) refer to subdvWan map ' INDIAN NECK PARK'
Flied N Suffolk County Marks Office on May 27, 1913 Me 0351
cm4 i rm l m nuuuc , mcw m urtn
13,139 sq, ft,
0,30 acres
omas
Survey Of
Suffolk County Tax Map
roe
Dist. 1000; Sect. 098; Blk. 04
Ir
Lot 8
Situated In
,Peconic , Town Of Southold
Suffolk County , New York
cale: 1"=30' Dated: May 15, 2005
Revised: June 17, 2005 Adjusted Bearings
DISC FILE # JOB No, QUAD No, Roys Job No.
PF I I DeMaggio—Thomas 10064 1 SA#050509
4
INDIAN NECK ROAD
S.C.T.M.
p Lot 7
i 14
1 O Now Or Formerly
Francis & Veronica
Pole
O'Brien
C
Fen Cor
IT)
N 2.2'
Fnd. Mon.
i
E0.8'
3.0' (Heli)
Fnd. Monl
o
Split Rail Fence 129.12'
i p N7-9'37 �00_ E -
_
a
-
( Held
c
_---_ 9.3'
18.6
0.0'11,
d a 1,4
o.
10' Wide Dirt Driveway Propose 1 Sty. 0
Additl n
fID
v in 1
(n
r S.C.T.M. `r
O
n d M
3
\ i p
i
3
Lot 8
(16)
2.6'« u
1
rn
�,
C
O 78.0'
12.2' =
S.C.T.M.
Lo c Lot 22.1
io
E 1 Now Or Formerly
Wood
in n
0 i Anne Werber
10' Wide Dirt Driveway Deck
N N
!{1
Gm
Z
60
X18.8'
m
r
Outside
i
v
W �
Shower
r
O
OI sev-4.
O
ir
+{
I
Wood 9.8'
Shed 0)
'5.7n
Nv
1' Wide Hedges
7'00"We
S7903
Fnd. Rebar
-Z
1
( Held)
a i S.C.T.M.
Lot 9
a
I ( 18 )
Now Or Formerly
Dori Flanagan
NOTES 1
1 ) Unauthorised alteration or adaltlon to a survey nap bearry
a licensed Land surveyors seal Is a violation of section 7209 , sub-dvls 2
of the N.Y. STATE Eduwtlon Law and Is IUegal .
2 ) Only copies From the oHgIrW of this survey narked with an original of
the lord surveyor's embossed seal or purple seal shaU be valid copies .
3 ) Certifications Indicated hereon sIDNFy t)qt this survwy was
prepared In accordance rlth the exktbp Code of Pracfte for
Larwl Surve)y�s adopteeyd by the NY. State Association of Professlonal
Land y to
coommpar. governmenthe tal ageenncy�and l n�drq InstliutIotn° us ed Mason
and to the assignees of the landing Institution . Certifications
am not transferable to additional Institutions or subsequent owners .
4 ) Underground improvements w encroachments , If any , are not shown hereon .
3 ) Lots show thus C 16 ) refer to subdvWan map ' INDIAN NECK PARK'
Flied N Suffolk County Marks Office on May 27, 1913 Me 0351
cm4 i rm l m nuuuc , mcw m urtn
13,139 sq, ft,
0,30 acres
omas
Survey Of
Suffolk County Tax Map
roe
Dist. 1000; Sect. 098; Blk. 04
Ir
Lot 8
Situated In
,Peconic , Town Of Southold
Suffolk County , New York
cale: 1"=30' Dated: May 15, 2005
Revised: June 17, 2005 Adjusted Bearings
DISC FILE # JOB No, QUAD No, Roys Job No.
PF I I DeMaggio—Thomas 10064 1 SA#050509
4
ALL CONSTRUCTION SHALL
MEET THE REQUIREMENTS OF THE.
CODES OF NEW YORK STATE.
0 NOT PROCEED Win
RAMING UNTIL SURVEY
HFOUNDATION AS BEEN APPROVEDON ROAD
INDIAN NECK
_ - - - - - - UNDERWRITERS CERTIFICATE
RIDGE
(SEE PLAN FOR SIZE)
SIMPSON 0516 STRAP TIES a 16' O.G.
(10) 60 COMMON NAILS INTO EACH R.R.
(20) 61) COMMON NAILS TOTAL EACH STRAP
REQUIRED
CO�LY WITH ALL CODES OF
NEW�YO K STATE & TOWN CODES *4ppOV AS NOTE/ASR 0 RE AND CONDITIONS OF DAT'P's,FEEBYl(% UTHOLGTOWNZEA DEIM NT ATRRSCUTHOLDTOWNPLANNING80AAD765-1802NO 8Ao 4 PM FOR THE (SEE PLAN FOR SIZE 1 SPACING)
BOUT I.
FOLLOWING INSPECTIONS. LT516 a EACH RR.
1. FOUNDATION - TWO REQUIRED I MR. TO HDR. 4 KING STUD)
N.Y.S. DEC FOR POURED CONCRETE WHEN R.R. END OVER HDR
2. ROUGH - FRAMING & PLUMBING nl (6) IOD COMMON NAILS RMV
Fen Car 3. INSULATION SIMPSON HURRICANE CLIP
I N 2.2' 4. FINAL - CONSTRUCTION MUST (SEE PLAN FOR DETAILS) ROOF RAFTER
BE COMPLETE FOR C.O. EET THE i SIMP50N HT516 TWIST STRAPS COMPLIES WITH TABLE (SEE PLAN FOR 512E
1 E. O.8 CONSTRUCTIpCIs COMPLES WITH TABLE 958, rFGM-1995 9.4, YFGM-1995 AND FuPAG1NG)
yyy=lll�LL yy S OF NEW (16) IOD C40MMON NAILS REQb
iSplit Rail Fence N79e37'00�uIREMENTs ESP8PA�8 - °� (6) 12" SIMPSON 0520 TIES SIMPSON STRONG T I E
-E• 10.0 jfJ LAP TIES UNDER SILL
- DESIGN OR CON #iUGTION E 1 8.6 (6) BD COMMON NAILS PER TIE REOV
20.0' d COMPLIES WITH TABLE RAFTER TO RIDGE TO RAFTER
,I I ' � - 0c,,,� � I MPSON TRONG T I E � CORROSION NarEsGONNEGTI ON DETA I L
i
ANc R HEADER TO JACK POST DETAIL
YO
3 U ;�ISN.T.S.
HOUT CERTIFICATE IT11z.s' o N.T.S. (9)WALL STUDS
12 .2•,, C = ROOF RAFTER (SEE PLAN FOR SIZE AND SPACING)
�...;
ZLn
�Wd: I FASTEN MT9900 TO RR WITH (T) lav COMMON NAILS I/2' SPACING ALLOWS (2)s/5° BOLTS
T co SIMPSON MT99OC CONNECTOR • 16" O.G. HOLD DOWN INSTALLATION SIMPSON H02A HOLD Oo:�:.Deck O I ENDWALL DOM AT ALL
d ` v DOUBLE raP PLATE (sem PLAN FOR slzF) -
n FASTEN TO STUD WITH (T) IOD COMMON NAILS CORNER STUD CONNECTED EXTERIOR CORNERS
TO TRANSFER SHEAR PROVIDE 10 mill POLY
16.0' WALL STUD (SEE PLAN FOR 512E AND SPACING)
VAPOR BARRIER
b5.b' (9) 6D TOENAILS ALSO R5210(2) 160 COMMON NAILS � BETWEEN HOLO DOWN < SILL
O I PER&/ OVER s, i PER TABLE 95A ?PGM o 6. O.G. P.T. DOUBLE SILL
#z FJCST DECK I COMPLIES WITH REFERENCE: FIG, 9.Ta, (SEE SECTION FOR SIZE)
((��//�� �r�(�� TABLE 9513, YFGM VFTM-1995
D �lllY�'ITN r V p 4' P.G. SLAB SI REBAR (TONT)
SIMPSON DIAMETER
m �i+ FOR USE WHEN BUILDING OVER DIAMETER P.G. SLAB 24"x5/5" ANCHOR BOLT
W cu,,IP' v WITH CHARTER=1B"
p FLOOL)AMikGE PREVENSOUTHOLD CODE.TIONtg 9 8' t SIMPSON STRONG TIE S I MPSON HD2A HOLD DOWN
I EEWooShed �� _ XS
HURi�IG NE CLIP DETAIL GONNEGTION DETAIL 5�GO1tlPO51ON"�"�'"�'"°'�
5.7' _
S79e37'00IsW I N.T.s. N.T.S.
133,68' CERTIFICATION OF I
NAILING & CONNECTIONS
I
i SITE PLAN
SCALE I" = 20'-0"
IFROM A SURVEY BY ROY D. HUNT, L.S.
SECTION: 95
BLOGK: 4
LOT: S
LOT AREA: 13,1"13.1 5.f.
LOT AREA OCCUPIED: 1,848.5 s.f.
OGGUPIED: 4.0390
SAW. STEEL FFLASHING
DECKING FASTENED
IOD GALVANIZED NAILS
JOIST
SEE DWI FOR EXACT SIZE
GGA NAILER PLATE
BOLTED TO HOUSE
SEE DWG, FOR EXACT SIZE
9/5"X'1" LONG HOT DIPPED GALVANIZED
LAG, BOLT WITH MATCHING, WASHER,
517A&SERED 6 16" O.G. INTO JOIST
GALVANIZED METAL JOIST HANGER
(SIMPSON HOG OR EGiUIV)
JOIST
NAILER PLATE DETAIL
L
N.T.S
DECK NOTES:
I. All work shall conform to the requirements of The Residential Code of New York State and shall conform to
the recommendations of the New York State Building Code Manual. All work shall also conform to the N.T.S.
requirements of any other authorities having Jurisdiction. The contractor shall obtain and arrange for all
required permits, Inspection, certificates and teats..
2. All concrete work shall conform to the requlrememts and recommendations of act -501-64 "Specifications Por
Structural Concrete for 5u11daW 06=5500 P510; relmforcing steel shall conform to ASTM A-615 Grade 60.
5. All dock lumber shall be pressure treated Scuthelrn Yellow Pine #2 or better, 0.4 POF minimum.
4. All foundation shall rest on undisturbed soil of 2 tons/sg^ bearing capadty. Contractor shall verity the
level of acceptable bearing strata In the field.
CONCRETE • FOUNDATION NOTES: 5. The contractor shall verify all existing conditions sand dimensions before starting construction and shall notify
I. All footings shall bear on virgin soil having a minimum bearing capacity of 5,000 Its per square foot (type 6w the Engineer of any ambiguities or discrepancies beifore proceeding with the work. If any questions arise
t 6P per table R401.4.1 N4`5 Residential Code). All exterior footings shall be a minimum of 3'-O" below grade before or during construction as the Intent or detains of the drawings, the contractor shall notlPy the Engineer
Por ciariflaotions and/or Instruction. It the contractor Palls to follow the above procedure, he shall assume TABLE 11130lb
unless noted otherwise in plans.
II. All existing fill, roots, and other unsuitable bearing material shall be removed and footings carried to the responsibility for the consequences of his actions and/or dacslona. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
bottom of such excavation. Contractor to verify assumed soil bearing capacity and assume full reaponiblllty for 6. The owner shall arrange for supervlslon of the construction work to Insure compliance with the contract
some. Contractor to notify the designer of any soil variation or condition adversely affecting assumed bearing documents.
capacity prior to the pouring of any footings. T. Written dimension shall have precedence over scaled dimensions.
III. Minimum comto t eve strength of concrete at 2a days to be as follows: 6. All Joist hangers used with treated lumber to be (Simpson Z -Max (6155 eoly) or equivalent.
A. Footings, piers, foundation walls, pc = 3,500 ps.l. stone concrete. CORROSION PREVENTION NOTES,
B. Slab on grade: pc = 3,500 ps.l. concrete per 8402.2. ,New types of pressure treated lumber are much moire corrosive to metas than OCA.
O. Superstructure, slab. pc - 5,500 ps.l. stone concrete per R402.2. The followln Is re d.
IV. Anchor bolt. shall be set approx. one foot Prom corners. Set anchor Bolts on either side of all openings g 9
and minimum of two bolts in any one sill. I. All Simpson connector, straps, hangers, etc. to Oro Z -Max type (6165 balvanlzed) when contacting pressure
V. Perform required alteratlon to existing concrete. Now work Installed adjacent to and connecting with present treated lumber (minimum). As an alternate straps miag be wrapped In a 10 mil thickness of electrical tape.
work shall match existing. Joints between new and existing work shall be trowelled smooth and even. Provide 2. If contacting AOZA or ACO -D Chloride pressure treated lumber, oil Simpson connectors, straps, hangers,
expansion Joint.. etc. to be stainless steel type.
VI. Provide continuous non-metallic termite shield with all joints sealed along perimeter walls and shielded 5. Z -Max may be used If a minimum 10 mil piaetc barmier Ie provided.
4 Black electrical tape Is a suitable barrier (10 mill minimum thickness).
STRUCTURAL MEMBER
2 X4 STUDS
Raftero having elapse
with no finished vs
is 16' O.G.
-0/160
SIMPSON 6516 STRAP TIES alb" O.G.
LINE OF
LAP STRAPS UNDER SILL
HOUSE
PER 9225, WFCM-1995
LJ240
END OF STRAP TO BE NAILED
_
TO INSIDE OF SILL (TYP)
_
0) BD COMMON NAILS INTO F.F. 5710
,It
(5) BD COMMON NAILS INTO SILL
5L -MOD
1-1/2' DIA. WASHER
PROVIDE A GONTIN10Ur LOAD
Top Plate to Tap Plate (Fau-nalled) 2-I6d per foot
..-
ANCHOR BOLT a 49' O.G.
- =
4 12' FROM EXISTING FRO.
A. All surfaces to be dam roofed shall be dry, clean and smooth, free of dust, dirt, volds and cracks and
P P
(PND. TO DOUBLE GGA SILL)
Tap or Bottom Plate to stud (andmallea) 2-16d per 2x4 stud
4' COVER
COMPLIES WITH TABLE
04 REBAR (CONT)
5.9b, WFGM-1995
B° P.G. PND.
SIMPSON STRONG TIE
D. Apply x
spaces
STUD WDLL TO SLAE3
FOUNDATION
GONNEGT I ON DETAIL
WINDOWS TO BE DP -90 MIN. PER
DECK NOTES:
I. All work shall conform to the requirements of The Residential Code of New York State and shall conform to
the recommendations of the New York State Building Code Manual. All work shall also conform to the N.T.S.
requirements of any other authorities having Jurisdiction. The contractor shall obtain and arrange for all
required permits, Inspection, certificates and teats..
2. All concrete work shall conform to the requlrememts and recommendations of act -501-64 "Specifications Por
Structural Concrete for 5u11daW 06=5500 P510; relmforcing steel shall conform to ASTM A-615 Grade 60.
5. All dock lumber shall be pressure treated Scuthelrn Yellow Pine #2 or better, 0.4 POF minimum.
4. All foundation shall rest on undisturbed soil of 2 tons/sg^ bearing capadty. Contractor shall verity the
level of acceptable bearing strata In the field.
CONCRETE • FOUNDATION NOTES: 5. The contractor shall verify all existing conditions sand dimensions before starting construction and shall notify
I. All footings shall bear on virgin soil having a minimum bearing capacity of 5,000 Its per square foot (type 6w the Engineer of any ambiguities or discrepancies beifore proceeding with the work. If any questions arise
t 6P per table R401.4.1 N4`5 Residential Code). All exterior footings shall be a minimum of 3'-O" below grade before or during construction as the Intent or detains of the drawings, the contractor shall notlPy the Engineer
Por ciariflaotions and/or Instruction. It the contractor Palls to follow the above procedure, he shall assume TABLE 11130lb
unless noted otherwise in plans.
II. All existing fill, roots, and other unsuitable bearing material shall be removed and footings carried to the responsibility for the consequences of his actions and/or dacslona. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
bottom of such excavation. Contractor to verify assumed soil bearing capacity and assume full reaponiblllty for 6. The owner shall arrange for supervlslon of the construction work to Insure compliance with the contract
some. Contractor to notify the designer of any soil variation or condition adversely affecting assumed bearing documents.
capacity prior to the pouring of any footings. T. Written dimension shall have precedence over scaled dimensions.
III. Minimum comto t eve strength of concrete at 2a days to be as follows: 6. All Joist hangers used with treated lumber to be (Simpson Z -Max (6155 eoly) or equivalent.
A. Footings, piers, foundation walls, pc = 3,500 ps.l. stone concrete. CORROSION PREVENTION NOTES,
B. Slab on grade: pc = 3,500 ps.l. concrete per 8402.2. ,New types of pressure treated lumber are much moire corrosive to metas than OCA.
O. Superstructure, slab. pc - 5,500 ps.l. stone concrete per R402.2. The followln Is re d.
IV. Anchor bolt. shall be set approx. one foot Prom corners. Set anchor Bolts on either side of all openings g 9
and minimum of two bolts in any one sill. I. All Simpson connector, straps, hangers, etc. to Oro Z -Max type (6165 balvanlzed) when contacting pressure
V. Perform required alteratlon to existing concrete. Now work Installed adjacent to and connecting with present treated lumber (minimum). As an alternate straps miag be wrapped In a 10 mil thickness of electrical tape.
work shall match existing. Joints between new and existing work shall be trowelled smooth and even. Provide 2. If contacting AOZA or ACO -D Chloride pressure treated lumber, oil Simpson connectors, straps, hangers,
expansion Joint.. etc. to be stainless steel type.
VI. Provide continuous non-metallic termite shield with all joints sealed along perimeter walls and shielded 5. Z -Max may be used If a minimum 10 mil piaetc barmier Ie provided.
4 Black electrical tape Is a suitable barrier (10 mill minimum thickness).
STRUCTURAL MEMBER
ALLOWABLE
DEFLECTION
Raftero having elapse
with no finished vs
greater khan 9/12
II In attached to rafters
-0/160
Interior Halle and arbltion
H/IBO
Flours and Iaetared cell s
1960
All other structural membero
LJ240
Exterior walls with plaster Or etueeo
f Inch
14/960
Exterlar walls -- AMC! loads with
brittle finishes
L/240
Exterior walla -- wind loads Hlth
flexible flnlehee
L/120
WALL SHEATHING TO EXTEND TO
Rolling Schedule from Table 5.1, WFGM-1995
TOP OF TOP PLATE
PROVIDES EGRE55?
Jbnt Description Number of Nails Nan spacing
ROOF FRAMINS
IS
T1
GWB TO COMPLY WITH R702.1,
R'1025, TABLE RT02.1 (2)
Rafter to Top Plate (iowmallea) $-B d par rather
Cs11Itg .blot to Top Plate (foe-nallecp "d per Joist
GIIY,9 Jbsk te Parallel Ranker (Fes-nallecU 6-I6d each Lep
YES
YES
FROST LINE
DEPTH
DEFLECTION OF ALL MERS MBE
DECAY
Gelling .blot Laps ever Partitions(Fou-nailWl 6-I6d each lap
COMPLIES WITH CLAUSE RSR5
Geller Me to Rafter (PautiiallsN 9-I0d per e
Us
NY9 RESIDENTIAL GORE
Blocking to Rafter (Tae-nalbcl) 2-bd each and
Rim Board to Rafter (Bld+aned) 2-16d each and
MALL FRAMING
5L -MOD
ALL DETAlIL5 ON THESE PLANS
PROVIDE A GONTIN10Ur LOAD
Top Plate to Tap Plate (Fau-nalled) 2-I6d per foot
PATH A5 REQb
Top Flat" at Intersection tFau-mllecp 4.16d JaMts - such side
#423-WMD as manufactured by Owens Corning Flberr•glaes Corp. or approved equal. (2 perms piles with I
sheet 200# square)
Stud to Stud (Pau -palled) 2-16d 24'oc.
Header to Wader (Paes-ralloW 16d 1W O4. along edges
A. All surfaces to be dam roofed shall be dry, clean and smooth, free of dust, dirt, volds and cracks and
P P
GONTRA01roR TO ENSURE FIT OF
Tap or Bottom Plate to stud (andmallea) 2-16d per 2x4 stud
ALL SIMPSON CONNECTORS
9.16d per 2x6 stud
BEFORE OIBTAININb THEM
4-164 par 2xa stud
+ PER RSOIS, R9OIA
Bottom plan W Floor joist, "asst,
EndJost ar Bbaklnq (Foes -maned) 2-16d per foo*
D. Apply x
spaces
X. Install shims to provide for rove venting In Plat root areas.
XII. All Interior leaders are to have I" Foam sound Insulation over PVC piping.
DESIGN PRESSURE RATING OF
FLOG¢ FRAMING
WINDOWS TO BE DP -90 MIN. PER
Joist to Snl, Top Plate a Gl Wr (TeeYloll-W 4-6d per Joist
TABLE R901.2 (2) NYS
Bridging to Joint trosTralled) 2-Bd each and
RESIDENTIAL CODE (page 26)
ALSO REFERENCE 8615.2 4 6195
Blocking to Jost Pfonnallod) 2-Bd oath and
Bloddng to Sill or Top Plato (Tosyeilod) 5-16d soh black
Ledger 9trp te Bean (Paco-nalloeU 5-164 cath Jost
Jock ar 4dgor te Beam horrallecU 9 -ed per Jost
MIN. (4) STUDS • EA. CORNER PER
Bard Jost to .blot (BwKlaneN 5-16e per Jost
5.4.1.1$ NFGM-95
BOW Joist to 5111 or Top Plato (Tu-naned) 2-I6d per loot
ROOF 5HEATHING
Strvcbnl Pans ad b' oafodgs)
ALL R.R. 41 STUDS TO ALIGN TO
ALLOW PROPER CONNECTION OF
V=
Dbgonal Board SheaBlhg 12'oa. (field)
H2 C41NNECTORS
or 17x0' 2-Dd per support
INTO' or Alder 5-6d per support
CEILING SHEATHING
&rpsym Wallboard 5d coolers T edge / IO' field
FLOOR SYSTEM COMPLIES WITH
95.1 TO 395 WF6M-1995 AND
YULL SHEATHING
CHAPTER 15, NYS RES. CODE
Structural Peals ad Waage / @'flold
Fberbocra Parols
1/16' ted 9'edgo / 6Ylold
TOP PLATE SPLICING TO COMPLY
2SM' bd $'edge / 61leld
WITH TABLE 9.1, NFGM-1495
&ypslm Wallboard 5d aealers Teal / IOYIold
Hkrafead ted 6-odgo / 1211sld
Parkhloboard Panes Bid 6-0,190 / 12'fbld
STAIR TREADS TO BE 9" PLUS
9/4" f1051NG MIN. 4 RISERS TO BE
Diagonal Board $heoalkg
I'xb' ar I'xb' 2906 per support
MA%. B-1/4" PER R514.
I'xi0' wider par support
FLOOR sHEATHINSINb
Structural pores
GLAZING, THAT IS Less THAN 15"
A.F.F. MUST BE TEMPERED GLASS
I' or low ted Woo / 12' fold
PER RSO6A.
4•ePP+r khan P lad b' edge / 6' field
Dlaganl Board Sheathing
I'x6' or 1'xl 2 -ad per support
ALL RIGID 4 BATT. INSULATION TO
17x10' or alder 9-Bdper
HAVE VAPOR BARRIER PAGING
NOTE -ALL NAILS SPECIFIED 70 V4MHON NAILS.
HEATED AREA.
TDHS PSROZO�T 15 WITHIN THE WIND BOURNE
PER EXCEPTION TO 89012.12 &LAZIN& NEED
NOT PASS THE MISSILE TEST IF WOOD
STRUCT ROkIr PANELS MIN. VI6° THICK (MAX
SPAN OF 5b') ARE tROVIDED. PANELS TO BE
IDENTIFIED 4 PRC--Ui TO FIT GLAZING, 2-1/2' e6
WOOD SCREWS 9'OL, TO BE PROVIDED PER
STATE OF NEW YORK PLAN REQUIREMENTS:
&0VE.ANALYS)5
I. THE 5TiANDARD5 USED FOR THE DESIGN OF THE BUILDING ARE THE RESIDENTIAL
CODE OF NEW YORK STATE, THE BUILDING CODE OF NYS AND THE WOOD FRAME
CONSTRUCTION MANUAL (1995)
2. THE AREA OF THE PROPOSED FIRST STORY LIVING SPACE 15 480.0 50. FT.
THE AfREA OF THE PROPOSED PERGOLA OVER EXISTING DECK 15 295.9 50. FT.
3. PLEASE SEE TABLE R501.20U BELOW,
4.
NOTE: COMPLIES WITH EGRESS (R 310) 4 LIGHT 4 VENT (8303)
QUAINT. DOOR TYPE
4F 5068 STANDARD EXTERIOR DOOR
5. ENERGY CODE COMPLIANCE 15 NOT REQUIRED FOR THIS UNHEATED PROJECT.
6. PLEASE SEE THE NAILING SCHEDULE ABOVE.
'1. THE COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR AND SMOKE
DETECTORS ARE 5HOWN ON THE FLOOR PLAN.
gONTRAGTOR SHALL VERIFY
ALL FIELD CONDITIONS AND
DIMENSIONS AND BE
RESPONSIBLE FOR FIELD FIT
AND QUALITY OF WORK.
NO ALLOWANCES SHALL BE
MADE IN BEHALF OF THE
CONTRACTOR FOR ANY
ERROR OR
QUAINT.
WINDOW
TYPE
PROVIDES EGRE55?
PASSED MISSILE TEST?
IS
T1
TW21052
AR51
DOUBLE HUNS,
AWNING
YES
NO
YES
YES
TABLE R301.20U
WIND EXPOSURE
CATEGORY
B
GROUND
SNOW
LOAD
45 P.S.F.
WIND
SEISMIIG
DE5l&N
CATEGORY
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
TEMP.
ICE SHIELD
UNDERLAY-
MENT
REQUIRED
FLOOD
HAZARDS
(SEE NOTE
BELOW)
SPEED (Mph)
WEATHERING
FROST LINE
DEPTH
TERMITE
DECAY
100 mph FASTEST
MILE (120 mph
3 sac. GUST)
G
SEVERE
5'-0"
MOD-HEAV.
5L -MOD
II DEG.
YES
COMPLY WITH TABLE 329A TO 9248.
WFGM-Q5 NOTES: LOCATION
I. NOTCHES 4 HOLES IN STUDS TO COMPLY
WITH 9.4.1.1.1.
2 MINIMUM (4) STUDS REQUIRED AT ALL
DESIGN LIVE
LOAD, PSP
termite collars at plumbing pipes In crawl spaces unless otherwise noted. j g
VII. Footings at different levels shall be stepped so that the clear distance between adjacent bottom ed as
CORNERS (9.4UD)
NDN-SLELPING ROOMS
40
erode for the purprrm of the LICENSED CIE516N PROFESSIONAL.
the Component and Vold loads
the
9. ALL HEADER WANG COMPLY WITH
SLEEPING ROOMS
30
IX. Conorete Foundations shall be poured continuously. If pour Is Interrupted a Vertical key sholl be provided.
II. Contractor shall provide gutters and leaden as � required and shall connect them to approved storm water
ROOF +
915
drainage system.
III. All exterior openings shall be properly Plashed.
TABLES 3.21A TO 522B.
ATTIC. WITH STORAGE
20
11. All Gypsum Board walls and calling. shall be taped, spackled, ready and acceptable to Owner's painter unless
4. CEILING JOIST 1 RAFTER SPANS
ATTIC WITHOUT STORAGE
10
B. All concrete slabs.
O. All other works as required by drawings.
COMPLY WITH TABLE 329A TO 9248.
pressure treated.
V. Contractor shall provide gutters and leaders as required and shall connect them to the approve storm Hater
40
#423-WMD as manufactured by Owens Corning Flberr•glaes Corp. or approved equal. (2 perms piles with I
sheet 200# square)
S. FLOOR JOIST SPANS COMPLY WITH
A. All surfaces to be dam roofed shall be dry, clean and smooth, free of dust, dirt, volds and cracks and
P P
perma-cap
VIII. Now work shall tie In and lap as to prevent leakage,
a :AD LOAD FOR ALL a 10 F5F FM 89015
shard projections.
B. Allow 24 hours prior to backfilling.
TABLES 9.I1A, 9.1-0.
t
materiab as to minimize ePPactively the poaslbllRy of Injuries to persons In the event this glass Is cracked or broken.
fe
fwhiteInju ie
# ECIUIVALENT DESIGNS ARE
+ PER RSOIS, R9OIA
termite collars at plumbing pipes In crawl spaces unless otherwise noted. j g
VII. Footings at different levels shall be stepped so that the clear distance between adjacent bottom ed as
5. Termite shield to be non-metallic type.
6. All Into treated lumber to be hot ,dipped galvanized type.
NOTE, L= a an Ian H= an heWl6.
P ar CR PERMI55ABLE WHEN PREPARED BY A
The wind load shall to be taken as 0.7 Hines
pME
shall not exceed a slope oP ono vertical to two horizontal. nails pressure
foundation wain until the concrete b of sufficient strength and until the ROOPING NOTES:
erode for the purprrm of the LICENSED CIE516N PROFESSIONAL.
the Component and Vold loads
the
VIII. Back PILI shall not be, placed against
walls are properly braced top and bottom by the horizontal floor or 4 adequate temporary bracing.
I. All metal flashing where called for on plan shall be copper or aluminum.
on limits
dekermining detlecklrn Ilmlte herein.
IX. Conorete Foundations shall be poured continuously. If pour Is Interrupted a Vertical key sholl be provided.
II. Contractor shall provide gutters and leaden as � required and shall connect them to approved storm water
FINISH WORK NOTES,
Horizontal Joints are not permitted.
X. Contractor shall verify dimensions and locations of slots, pipe sleeves, Inserts, anchor bolts, electrical
drainage system.
III. All exterior openings shall be properly Plashed.
I. Trim, moldings, casings, wlndow frames, etc. shall match existing unless otherwise noted on drawings.
conduits, etc. as required for trades before placing concrete.
IV. All work shall bear a written one (U year guarantee from Roofing Contractor from the date of owner's
11. All Gypsum Board walls and calling. shall be taped, spackled, ready and acceptable to Owner's painter unless
XI. Concrete, work Included;
A. All footings, foundations, steps, platforms, eta, as per drawings.
acceptance.
V. All roof Intersections to have flashing to extend) 6" (measured vertically) above flat roof.
otherwise agreed to by the owner.
III. Contractor shall provide wood steps to grade. Number of steps as required by code. All dock lumber to be
B. All concrete slabs.
O. All other works as required by drawings.
VI. Built up roof Is to be of 5 -ply built up roof with gravel topping, ties Into existing.
VII. Roofingshall be either 255# a uare asphalt shun les over IS# felt or 9 mineral surfaced s ec.
9 P 9 FP 9 P
pressure treated.
V. Contractor shall provide gutters and leaders as required and shall connect them to the approve storm Hater
D. Set anchor Bolts.
XIV. Damp or Bong: Wvrk Included:
#423-WMD as manufactured by Owens Corning Flberr•glaes Corp. or approved equal. (2 perms piles with I
sheet 200# square)
drainage system.
V. Contractor shall seal and prima all doors Immediately upon Installation to avoid warping.
A. All surfaces to be dam roofed shall be dry, clean and smooth, free of dust, dirt, volds and cracks and
P P
perma-cap
VIII. Now work shall tie In and lap as to prevent leakage,
VI. All exterior doors to have a minimum "U" factor of .40.
VII. 61ass In doors, aidellghL+, and shower enclosures shall be sized, constructed, treated or combined with other
shard projections.
B. Allow 24 hours prior to backfilling.
IX All exterior nailing shall be aluminum or galvanized.
X. Flashing to be provided at all roof enetratlone, I es, vents, skylights, Ghlmnays and moo! ventllatore,
X Flas to
9 P P pipes,
t
materiab as to minimize ePPactively the poaslbllRy of Injuries to persons In the event this glass Is cracked or broken.
fe
fwhiteInju ie
C. A Calot.
Tra on only when temperature u l degrees and rising Hall and o dry weather.
Apply
Calotex Trowel Mastic or approved equal on all foundation walls below grade at basement and crawl
to provided at hips, ridges, valleys, changes of rots slope, gable ands and top of foundation walls.
9 P P 9
VIII. A11 clew windows shall perms -shield slosh In manufactured by Anderson or approved equal -tarnished
with Insect screen, extensions, trim. etc. wkh 5/8" Insulated glass unless otherwise agreed to.
D. Apply x
spaces
X. Install shims to provide for rove venting In Plat root areas.
XII. All Interior leaders are to have I" Foam sound Insulation over PVC piping.
grllles,jamb
IX. Window manufacturers shall certify that their products meet minimum "U" valuta Indicated and air Infiltration rates.
E. Mostic shall ba applied at the rate of 1/6" thick cat.
HOT DIPPED GALVANIZED
(PER R 9052),
NLS MIN. REQb FOR EAG+
ALT SHINGLE IF EAVES AF
THAN 20' ABOVE GRADE.
MIN. REOb EA SHINGLE II
5 ARE 20' OR MORE ABO
E. NAILS TO BE 6ALV.
12 GAUGE, V LONG WITH
21A. HEAD.
NOTE.
JURISDICTION TO FILL
IN PER FOOTNOTE h
ALL FRAMING LUM
TO BE DOUGLAS
FIR -LARCH #1 OR
GENERAL NOTES:
I. Engineer Is not responsible for Job supervision.
11. Contractor- to verify adequacy of existing bearing walls and headers to bear new second story construction.
III. Contractor to confirm that all asbestos Insulation has been removed from the premise. by a licensed asbestce
removal company before the start of construction.
IV. These dr<owings have been prepared by or under the direction of the undersigned and to the best of the
underaignedSb knowledge, bellef, and professional Judgment are In compliance with the Naw York State Energy
Conservation, Oanstructlon Cade effective -1/1/02 and the Resldentlal Code of New York State effective 1/1/05.
V. It Is a vlolatlon of the Now York State Education Law for any parson, unless acting under the direction OP a
registered A>rchltect or a licensed Professional Engineer to altar any Item on this drawing. All alteratlons must be
made In com(,plianc , with the Now York State Education Law, and Contructlon Code. The undersigned proPesslonal
whose seal tappears hereon as.umes no responsibility for any such alteratlon or ra-used without his written consent.
VI. The liability of JL Drafting, Inc. t John TOuFal Interrante For errors, omissions and/or negligence resulting In
personal InjwrleB, property damage, or any consequential damages Is limited to the amount of the Pee paid for
these all The retention or use of all or any part of these drawings will constitute acceptance of this
limitation of liability. JL Drafting, Inc. s John Teufel Interrante have no Ilobllity to persons other than the client for
whom these drawings ware prepared. Anyone other than JL OroPting'B clients who relies on these drawings does
Do at their own risk. Copyright 2004 JL Drafting, INC.
LEGEND
NEGLECT ON
HIS PART
JL DRAFTING, INC.
ORAFTSMCN A)1 Types Of Pans Dra![ed
Providing The Finest In Affordable
Drafting Services "
www. ]ldrafting. cam
707 Suite A Route 110 -Farmingdale NY.
11735
Phone (631) 843-1949 Fax (631) 643-6190
JOHN TI=UPEL, F.E.
NYS LICENSE NUMBER 06145E5-
-70-7 ROUTE 110 Suite A -I
FARMINGDALE, NY II7
35
TEL: (631)'155-7
920
FAX: (631)843-8190
PROJECT TITLE,
DEMAGGIO
RESIDENCE
735 SMITH ROAD
PEGONIG, NY IIg58
DRAWING TITLE,
PROPOSED
ONE STORY ADDITION
PERGOLA OVER
EXISTING DECK
E
N
DRAWING NO.
OS -2-14
NEW FOUNDATION
NEW PARTITION
1
EXIST. PARTITION
- - - - - - -
DEMOLITION
I DESCRIPTION
PARTITION/FOUND.
SD
NEW SMOKE
®
DETECTOR
HARDWIRED WITH
BATTERY BACKUP
GO/SD
NEW GOMBINATION
®
SMOKE / CARBON
MONOXIDE DETECTOR
HARDWIRED WITH
BATTERY BACKUP
L.B. WALL
LOAD BEARING WALL
T.S.M.
TO BE MAINTAINED
0
POST TO BELOW
0
POST FROM ABOVE
P.T.
PRESSURE TREATED
HDG
HOT DIPPED GALVANIZED
NEGLECT ON
HIS PART
JL DRAFTING, INC.
ORAFTSMCN A)1 Types Of Pans Dra![ed
Providing The Finest In Affordable
Drafting Services "
www. ]ldrafting. cam
707 Suite A Route 110 -Farmingdale NY.
11735
Phone (631) 843-1949 Fax (631) 643-6190
JOHN TI=UPEL, F.E.
NYS LICENSE NUMBER 06145E5-
-70-7 ROUTE 110 Suite A -I
FARMINGDALE, NY II7
35
TEL: (631)'155-7
920
FAX: (631)843-8190
PROJECT TITLE,
DEMAGGIO
RESIDENCE
735 SMITH ROAD
PEGONIG, NY IIg58
DRAWING TITLE,
PROPOSED
ONE STORY ADDITION
PERGOLA OVER
EXISTING DECK
E
N
DRAWING NO.
OS -2-14
6/1/05
1
FOR FILING
DATE:
I ISSUE NO.
I DESCRIPTION
NEGLECT ON
HIS PART
JL DRAFTING, INC.
ORAFTSMCN A)1 Types Of Pans Dra![ed
Providing The Finest In Affordable
Drafting Services "
www. ]ldrafting. cam
707 Suite A Route 110 -Farmingdale NY.
11735
Phone (631) 843-1949 Fax (631) 643-6190
JOHN TI=UPEL, F.E.
NYS LICENSE NUMBER 06145E5-
-70-7 ROUTE 110 Suite A -I
FARMINGDALE, NY II7
35
TEL: (631)'155-7
920
FAX: (631)843-8190
PROJECT TITLE,
DEMAGGIO
RESIDENCE
735 SMITH ROAD
PEGONIG, NY IIg58
DRAWING TITLE,
PROPOSED
ONE STORY ADDITION
PERGOLA OVER
EXISTING DECK
E
N
DRAWING NO.
OS -2-14
— — — — — — — — — — — — — — — — — — — — — -
-------------------------------1
I I
I I
L - - - - - - - - - - - - -.
LINE OF
------ DECK
---��-- -------- ABOVE
TV/N"N-
(B)#5 RE -BAR
INTO EXSTG. INTO EX5TG2'X0° NAILER
2"X6' Di2X
� � I LAG -BOLTED TO HOUSE
i 1 •16' TWO ALL DJ.
EX5TG.
w�
I
I/ \
1 12' PA TRENCH FTG POST ON 12" SONOTUBE FTG. I
/-- 4" P.O. SLAB TO 96" BELOW HDR.- (2)2"X0" HDR. - (2)21, HDR. �3
- 6RADE� � -A ------- r-- -
121IX4" Pr.
STRINGER PAD
4'X4° P.T. POST
SIMPSON P5544AZ POST BASE
12" DIA. X 56" DE:P SONOTUBE FTG•
BELLS TO 24' DIA. 10 96" BELOW GRADE
(SME 50NOTUBE W)BELL FTG. DETAIL)
PROPOSED
4" P.G. SLAB
6 MIL POLY VAPOR BARRIER
J
SIMPSON SSTBI6HDG ANCHOR BOLTS REOb
n
140 O.G. { I-0(BOTH WAYS
. 777�' v / • ' FROM EAGH CORNER { EXISTS. FKI
(SEE DETAIL P. A -I)
BOTH EXTERIOR CORNER`+ TO HAVE
(4)2'X4° CORNER POST TO
24'_0" SIMPSON H02A GONPECTORr
{ SIMP50N 55TO24HDG ANCHOR BOLTS
PER FIG. 5.70, WFCM-1995
(SME DETAIL P. A -I)
FOUNDATION FLAN
SGALE 1/4"
51MPWN H4, H5 OR HIS CONNECTOR
• 16 O.G.
(SEE PLAN FOR SIZE)
COMPLIES WITH TABLE 9.98,
WFCM-1995
S I MFSON STRONG T I E
FORGH RR TO HEADER
CONNECTION DETAIL
N.T.5
P.T. GIROM
(SEE PLAN FOR SIZE)
51MP50N BC -I POST GAP
(5)160 NAILS INTO EACH 510E OF POST
(9)160 NAILS INTO EACH SID: OF GDR.
PER SIMPSON 5TRONG TIE SPEGIFIGATIONS
'2 1612 OMMON
(TOTANAILS TO BE HOT
DIPPED
LLPPED
GALVANIZED
4"X4" P.T. WOOD POST
-_RROSION PREVENTION NOTES
S I MFSON STRONG T I E
POST CI DETA I L
N.T.5
56" HIGH RAILING
4" MAX. BALUSTER GAP
EXSTG.
BEDROOM
d) SD
m0
7
5D
EX5T6. ^�
BEDROOM o /
-I4"
SIMPSON 6516 STRAP TIE5 • 16" O.G.
(10) BD COMMON NAILS INTO EAGI'N R.R.
(20) 6D OOMMON NAILS TOTAL EACH STRAP
CVT BACK PLY.
FOR RIDGE VENT
ROOF RAP -TER
(SEE PLAN FOR SIZE)
5/4" PL
FLOOR
LINE OF X
OVERLAY RO
I
(9)2"X4' P05T
1
I
Irc
I�
I
IN
PROPOSED ���
SUNROOM I ,�
Ix
RIDGE VENT
TECO CONNECT (ALL III
ASPHALT SEAL TAB SHINGLES
•15 FELT
I/2" CDX SHEATHING
v ROOF PITCH TO BE L 5TRIXTUR.AL RIDGE
&REATER'THAN 4/12. (SEE PLAN FOR SIZE)
RIDGE \/ENT DETAIL
N.T.5
PIPE OR OTHER
PENETRATION
(2) 2'1 TOP PLATE
X --APPROVED NON-COMBUSTIBLE
FIRE STOP MATERIAL.
DETAIL FOR FIRE 570P
PER 8602.8 RE5I DF-NTI AL
GODS OF NYS
REMOVE
FINISH O
(S)2"X4" POST
SIMPSON POST
{ BASE REOb
EX5TG.
5TORASE
EX5TG.
6"
m a
w
1 EXSTG.
FAMILY
ROOM
O 11 f 1I
S-52"
Ba
9066
X
11
2"XB" RR 6•16'O.G.
5LG
2"XB" NAILER
LAS -BOLTED TO HOUSE
TECO ALL R.R.ROPOSEDPERGOLODER
EX5TG. DECK
24'-3"fV2) Hi
RAIL
L
XI aI J
-a I
291-3" THIS UNHEATED SEASONAL
(9)2'X4° P05T DF✓£LLIN6 DOES NOT REAUIRE NYS
I 0)2'X4SIMPSON POST GAP I ENERGY GORE (AMPLIANGE.
ARI7 { BASE III
ML. HDR •LINE OF
ROOF O.H.
•- 9EVEL TOP
EN05 OF HEADER
FIRST FLOOR FLAN TO MINIM MREOb.
SGALE 1/4"
4„
.EGEND
NEW FOUNDATION
NEW PARTITION
EXIST. PARTITION
-- -- - - --
DEMOLITION
0(v
LIVING I F
SD
ROOM
°
/
/I
I M
-a
/
10'-111.1 1Y
G0/50
NEW OOMBINATION
Ix
a
Iw�
LINE OF X
OVERLAY RO
I
(9)2"X4' P05T
1
I
Irc
I�
I
IN
PROPOSED ���
SUNROOM I ,�
Ix
RIDGE VENT
TECO CONNECT (ALL III
ASPHALT SEAL TAB SHINGLES
•15 FELT
I/2" CDX SHEATHING
v ROOF PITCH TO BE L 5TRIXTUR.AL RIDGE
&REATER'THAN 4/12. (SEE PLAN FOR SIZE)
RIDGE \/ENT DETAIL
N.T.5
PIPE OR OTHER
PENETRATION
(2) 2'1 TOP PLATE
X --APPROVED NON-COMBUSTIBLE
FIRE STOP MATERIAL.
DETAIL FOR FIRE 570P
PER 8602.8 RE5I DF-NTI AL
GODS OF NYS
REMOVE
FINISH O
(S)2"X4" POST
SIMPSON POST
{ BASE REOb
EX5TG.
5TORASE
EX5TG.
6"
m a
w
1 EXSTG.
FAMILY
ROOM
O 11 f 1I
S-52"
Ba
9066
X
11
2"XB" RR 6•16'O.G.
5LG
2"XB" NAILER
LAS -BOLTED TO HOUSE
TECO ALL R.R.ROPOSEDPERGOLODER
EX5TG. DECK
24'-3"fV2) Hi
RAIL
L
XI aI J
-a I
291-3" THIS UNHEATED SEASONAL
(9)2'X4° P05T DF✓£LLIN6 DOES NOT REAUIRE NYS
I 0)2'X4SIMPSON POST GAP I ENERGY GORE (AMPLIANGE.
ARI7 { BASE III
ML. HDR •LINE OF
ROOF O.H.
•- 9EVEL TOP
EN05 OF HEADER
FIRST FLOOR FLAN TO MINIM MREOb.
SGALE 1/4"
4„
.EGEND
6/1/09 1 FOR FILING
DATE: ISSUE NO. DESCRIPTION
LONTR.4OTOR SHALL IFY
ALL FIELD CONDITIONSVERAND
DIMENSIONS AND BE
RE5FONSIBLE FOR FIELD FIT
AND QUALITY OF WORK.
NO ALLOWANCES SHALL BE
MADE IN BEHALF OF THE
CONIFOR ANY
ERROR OR NESLEOT ON
HIS PART
JL DRAFTING,
WC -All Types Of Plans Drafted
Providing The Finest In Affordable
Drafting Services
www. jldrafting. com
707 Sulte A Route 110 • Farmingdale N.Y. 11735
Phone (631) 843-1949 Fax (631) 643-8180
JOHN TEUFEL, P.E.
NYS LICENSE NUMBER 061438-I
70? ROUTE 110 Suite A-1
FARMINGDALE, NY II -135
TEL: (631)55-7920
FAX: (630843-8190
PROJECT TITLE:
DEMA6G 10
RESIDENCE
755 SMITH ROAD
PEGONIG, NY 11958
DRAWING TITLE:
PROPOSED
ONE STORY ADDITION
a
PERGOLA OVER
EXISTING DECK
DRAWN BY.
A.D.
CHECKED BY:
J.T.
GI
A5 SHOWN
DATE:
6/1/05
DRAWING NO.
A-2
NEW FOUNDATION
NEW PARTITION
EXIST. PARTITION
-- -- - - --
DEMOLITION
PARTITION/FOUND.
SD
NEW SMOKE
®
DETECTOR
HARDWIRED WITH
BATTERY BACKUP
G0/50
NEW OOMBINATION
®
SMOKE / CARBON
MONOXIDE DETECTOR
HARDWIRED WITH
BATTERY BACKUP
L.B. WALL
LOAD BEARING WALL
T.B.M.
TO BE MAINTAINED
13
POST TO BELOW
O
POST FROM ABOVE
P.T.
PRESSURE TREATED
1-106
HOT DIPPED GALVANIZED
6/1/09 1 FOR FILING
DATE: ISSUE NO. DESCRIPTION
LONTR.4OTOR SHALL IFY
ALL FIELD CONDITIONSVERAND
DIMENSIONS AND BE
RE5FONSIBLE FOR FIELD FIT
AND QUALITY OF WORK.
NO ALLOWANCES SHALL BE
MADE IN BEHALF OF THE
CONIFOR ANY
ERROR OR NESLEOT ON
HIS PART
JL DRAFTING,
WC -All Types Of Plans Drafted
Providing The Finest In Affordable
Drafting Services
www. jldrafting. com
707 Sulte A Route 110 • Farmingdale N.Y. 11735
Phone (631) 843-1949 Fax (631) 643-8180
JOHN TEUFEL, P.E.
NYS LICENSE NUMBER 061438-I
70? ROUTE 110 Suite A-1
FARMINGDALE, NY II -135
TEL: (631)55-7920
FAX: (630843-8190
PROJECT TITLE:
DEMA6G 10
RESIDENCE
755 SMITH ROAD
PEGONIG, NY 11958
DRAWING TITLE:
PROPOSED
ONE STORY ADDITION
a
PERGOLA OVER
EXISTING DECK
DRAWN BY.
A.D.
CHECKED BY:
J.T.
GI
A5 SHOWN
DATE:
6/1/05
DRAWING NO.
A-2
A5PF
FRONT ELEVATION
SCALE 1/4" = 1'-0"
LING
RIIGHT ELEVATION
SCALE 1/4"
2"X8' R.R. 6 16"O.C.
1/2" GDX SHEATHING PER 95.4.1 (YFCW .
1115 BLD&. PAPER
ASPHALT SHINSLES
2"X6" WINDSTORM BRA IN&
6 48511 O.G. FIRST (2) R.R. BAYS
PER 5.5.5 WICM)
ICE 4 WATER SHIELD
IUNDER ASPHALT SHIN&LES.
SHIIELD TO CONSIST OF SELF
ADHERING POLYMER MODIFIED
51" LIMEN SHEET. SHEET 15 TO
COMPLY WITH ASTM D 1910.
SIMPSON MT5500 HURRICANE CLIP
COINNEGTOR EA. R.R. TO 57UD
6 16" O.G.
&UTTER 4 LEADERS
I'X6" RIM BOARD PER
95.15 (WFGM)
PER 95.1.15 (W'54
CONT. VENTED
SOFFIT
TYPICAL NEW WALL CONSTRUCTION,
(2)2"X411 TOP PLATE PER 9.4.12 (l"FGM)
211X4" STUDS 6 11 PER 9.4.1.1, 5.4.1.12 (YFGM)
1/2" TYPE X SAJ3.
1/2' COX PLYWOOD SHIEAT14INS PER 55,4.1 T�CYVEK
5/6" FOAM BACKER (1.1.9)
CEDAR SHAKE 51DING
(.'2)2"K4' P.T. SILL PER 8529
NON-METALLIC TERMITE SHIELD PER 8924
SILL SEALER
SIMPSON 155T816HD6 ANCHOR DOLTS
640' O.G. a 1'-0" PROW CORNERS S EX5T&. RID.
9" NI WASHER HDG
H02A HOLL 12 DOM AT ALL CORNERS
SIMF50N 5575241-109 RECD WITH H02A
SIMPSON 6516 STRAP TIES
616' O.G.
M4 RE -BAR (GONTJ
12" P.G. TRENCH. PT&.
SIMPSON 0516 STRAP TIES 616' O.G.
OPTIONAL
R-19 INS.
L 1/2' &A.B.-Try
2 PROPOSED Nro
SUNROOM
UNHEATED
OPTIONAL
RAS INS. 4' P.G. SLAB
6 MIL POLY VA BARRIER
OPTIONAL
R-10 KIND INS.
SECTION 'A'
SCALE 1/4" = 1'-0"
RIDGE VENT
'4"X14" M.L. STRUCTURAL RIDGE
ALL RR
OPTIONAL
R-19 1145.
OPTIONAL v�
R-10 RI61D INS. m
NOTE,
ALL FRAMING LUMBER
TO BE DOUiLh
FIR -LARCH •2 OR
BETfL'1i.
NOTE (PER R 9052),
(6) NAILS MIN. READ EA ROOF SHIN&LE.
NAILS TO BE GALV. STEEL, 12 &AU&E, I' LONG
WITH 9/8" DIA. HEAD.
LEGEND
CONTRACTOR SHALL VERIFY
ALL FIELD OONOITION5 AND
DIMEN510N5 AND 5E
RE5PONSIBLE FOR FIELD FIT
AND QUALITY OF WORK.
NO ALLOWANOE5 SHALL 5E
MADE IN BEHALF OF THE
CONTRACTOR FOR ANY
ERROR OR NEGLECT ON
HI5 PART
JL DRAFTING, INC.
ORAFTSMRN AO Types Of Plans Drafted
Providing The Finest In Affordable
Drafting Services"
www.jldrafting.com
707 Suite A Route 110 •Farmingdale N.Y 11735
Phone (631) 843-1949 Fax (631) 843-8190
JOHN TEUFEL, P.E.
NYS LICENSE NUMBER 061455-1
707 ROUTE 110 Suite A -I
FARMINGDALE, NY 11735
TEL: (651)755-7920
FAX: (6510545-5190
PROJECT TITLE:
DEMAGG 1 O
RES I DENGE
-755 SMITH ROAD
PEGONIG, NY I1a5O
DRAWING TITLE:
PROPOSED
ONE STORY ADDITION
a
PERGOLA OVER
EXISTING DEG<
DRAWN BYE
A.D.
CHECKED II
J.T.
SCALE:
AS SHOWN
DATE,
6/I/OS
DRAWING NO.
05-274
Ni FOUNDATION
NEW PARTITION
EXIST. PARTITION
DATE,
DEMOLITION
DE5CRIFTION
PARTITION/FOUND.
SD
NEW SMOKE
®
DETECTOR
HARDWIRED WITH
BATTERY BAGKUP
GO/SD
NEW COMBINATION
®
SMOKE / CARBON
MONOXIDE DETECTOR
HARDWIRED WITH
BATTERY BAGKUP
L.B. WALL
LOAD BEARING WALL
T.B.M.
TO BE MAINTAINED
I7
POST TO BELOW
O
POST FROM ABOVE
P.T.
PRESSURE TREATED
HDG
HOT DIPPED GALVANIZED
CONTRACTOR SHALL VERIFY
ALL FIELD OONOITION5 AND
DIMEN510N5 AND 5E
RE5PONSIBLE FOR FIELD FIT
AND QUALITY OF WORK.
NO ALLOWANOE5 SHALL 5E
MADE IN BEHALF OF THE
CONTRACTOR FOR ANY
ERROR OR NEGLECT ON
HI5 PART
JL DRAFTING, INC.
ORAFTSMRN AO Types Of Plans Drafted
Providing The Finest In Affordable
Drafting Services"
www.jldrafting.com
707 Suite A Route 110 •Farmingdale N.Y 11735
Phone (631) 843-1949 Fax (631) 843-8190
JOHN TEUFEL, P.E.
NYS LICENSE NUMBER 061455-1
707 ROUTE 110 Suite A -I
FARMINGDALE, NY 11735
TEL: (651)755-7920
FAX: (6510545-5190
PROJECT TITLE:
DEMAGG 1 O
RES I DENGE
-755 SMITH ROAD
PEGONIG, NY I1a5O
DRAWING TITLE:
PROPOSED
ONE STORY ADDITION
a
PERGOLA OVER
EXISTING DEG<
DRAWN BYE
A.D.
CHECKED II
J.T.
SCALE:
AS SHOWN
DATE,
6/I/OS
DRAWING NO.
05-274
6/I/OS
FOR FILING
DATE,
IBM E NO.
DE5CRIFTION
CONTRACTOR SHALL VERIFY
ALL FIELD OONOITION5 AND
DIMEN510N5 AND 5E
RE5PONSIBLE FOR FIELD FIT
AND QUALITY OF WORK.
NO ALLOWANOE5 SHALL 5E
MADE IN BEHALF OF THE
CONTRACTOR FOR ANY
ERROR OR NEGLECT ON
HI5 PART
JL DRAFTING, INC.
ORAFTSMRN AO Types Of Plans Drafted
Providing The Finest In Affordable
Drafting Services"
www.jldrafting.com
707 Suite A Route 110 •Farmingdale N.Y 11735
Phone (631) 843-1949 Fax (631) 843-8190
JOHN TEUFEL, P.E.
NYS LICENSE NUMBER 061455-1
707 ROUTE 110 Suite A -I
FARMINGDALE, NY 11735
TEL: (651)755-7920
FAX: (6510545-5190
PROJECT TITLE:
DEMAGG 1 O
RES I DENGE
-755 SMITH ROAD
PEGONIG, NY I1a5O
DRAWING TITLE:
PROPOSED
ONE STORY ADDITION
a
PERGOLA OVER
EXISTING DEG<
DRAWN BYE
A.D.
CHECKED II
J.T.
SCALE:
AS SHOWN
DATE,
6/I/OS
DRAWING NO.
05-274