HomeMy WebLinkAbout42912-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUIIDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board.of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 2 Survey_
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form _..
N.Y.S.D.E.C,
Trustees
C.O Applicaiioau
Flood Permit
xamine ,20 Single&Separate
Storm-Water Assessment Form
Contact: _.....
_>20 Mail to: Robert Wilson
Disapproved a/c PO Box 49 Southold NY 11971
Phone: (631)504-8842
Expiration __20
Building In pectoPIE _.
EDPPLICATION FOR BUILDING PERMIT
Date July 24th 20 18
INSTRUCTIONS
B[jrLDINGDE .
a: "p li titralh'°1 e completely filled in by typewriter or in ink mid 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.
- (S'tgnatur o,applicant or name,if a corporation)
PO Box 49 Southold NY 11971
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Agent
Name of owner of premises Giles Meredith Jones
_......_... _ ...............
_.
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
110 Sylvan Dr. East Marion
House Number Street Hamlet
County Tax Map No. 1000 Section 37 Block 3 Lot 15.1
Subdivision Filed Map No. Lot ...... .......
1 State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy_Si�nglefamilyresidential . .....
Same with two new windowsadded to existing basement. Also new flooring and framed walls.
b. Intended use and occupancy Space to remain unheated.
3. Nature of work(check which applicable):New Building,_ Addition--- Alteration V
Repair Removal-.. Demolition— —Other Work-........
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units_ ..I _Number of dwelling units on each floor-- I
If garage, number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front 25' Rear 25' Depth 35'-6"
Height 14' Number of Stories 1
Dimensions of same structure with alterations or additions: Front 25' —Rear 26
Depth 3.5'-6" Height 14' Number of Stories- 1
8. Dimensions of entire new construction:Front 25' —Rear 25' Depth 35'-6'
Height 14' Number of Stories— 1
9. Size of lot:Front 125.00' Rear 125.00 Depth 1 00.00'
10.Date of Purchase Name of Former Owner
11,Zone or use district in which premises are situated R-40 Medium Density Residential
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO-V
13.Will lot be re-graded?YES_NO V Will excess fill be removed from premises?YES NO_.),/_
110 Sylvan Dr.
14.Names of Owner of prernise.5 Giles Meredith Jones Address East Marion NY phone No. (631)504-8842
Name of Architect Address Phone 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
IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?*YES_NO
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
Robert Wilson being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, CONNIE D.BUNCH
Notary Publk-,,fttO Of NOW York
(S)He is the Agent No,0 1,801 18506 0
l
(Contractor,Agent QURI#W,n&j
Corporate Officer,etc.) tak oun y
Commisqk)n Expires Ao�ii 14,�!Pp\'O
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 before me this
day,of Q�� 20 IS
Notary Public AnaUjaDf Applicant
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
Date.
New Construction: Old or Pre-existing Building: V (check one)
Location of Property: 110 Sylvan Dr. mm .,mm........ mas# p�leric�n
House No. Street Hamlet
Owner or Owners of Property: Giles Meredith Jones
Suffolk County Tax Map No 1000, Section..............................................._..... _�. .Block 3 Lot 15.1.............................a....�.....�....___
Subdivision Filed Map. Lot:
Permit No. 4� Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval: w
Planning Board Approval:
Request for: Tetnpora ei-i.ficate Final Certificate: �/ (check one)
Fee Submitted: $
0lX 'ju&j Signature
r
Scott A. Russell ST01KAM1WA\T]E1K
SUPERVISOR AM[A\'NNA\G]EM]EN C'
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 �� w ��+� "..
Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
�. ..m _ a ....d...e
HOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No
(CHECK ALL THAT APPLY?
'
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑'� C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
1 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑❑ E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
i
❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square i
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
w...
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
pe Design Professional.Agent.Contractor. ....1
tor.Other) S•C•T•M. �: 1000 date
APPLICANT: (Pro rh Owner.Deg g DL,trict
NAME: Robert � 37 3 15.1 7/24/2018
5.1
Section Block Lot
Contact Informatiore (631)504-8842
Reviewed Bv:--
— - - _.. .-. — .-. _.. — _.. Date: _ �
PrOpErty Address / Location of Construction Work:
Approved for processing Building Pen-nit.110 Sylvan Dr. _ Stormwater Management Control Plan Not Required.
East Marion NY� Stormwater Management Control Plan is Required.�.
(Forward to Engineering Department for Rex iew.)
__ __.. ........:: .,,,
FORM * SMCP-TOS MAY 2014
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Town Hall Aimex p'rona 63 V 18QD2'
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BUILDING DEPARTMENT
NOTICE OF UT11-1ZATION OF TRUSS TYPE C NSTRu ri N IRE ENGINEERED
_m
WOOD CONS
_ TRUCTIOOON NO/OR TIMBER CONSTRUCTION
Date_ July 24th
Owner: Giles Meredith Jones
Location of Property 116 Sylvan Dr. East Marion NY
Please take notice that the (check applicable line):
Newresidential structure
V Addition to wdstfi residential sfr
. .__._ g `lure
Rehabilitation to an existing residential structure
to be constructed.,or performed at the subject propprty rot 'r nce above wilt utilize
(check applicable line):
._ _...._._e .... Truss type construction )
Pre-engineered wood construction{PW)
Timber construction (TC)
in the following iocation(s) (check applicable fine):
w Floor framing, including girders and beams (F) i.
�...._.... ._.................... .. Roof framing (R)
..m. door and roof framing (FR)
Signature:
Name,(person submitting this form): Robert Wilson
Capacity(check applicable line):
— Owner
Owner representative
S�SG�I
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Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Page 149) 1 s;
Number of Number of Framing Notes. LEGEND:
Joint Description Common Nails Box Nails Nat S an
The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention
ROOF NAILING of the Engineer prior to construction. 1. WINDOW AND DOOR HEADERS TO BE(2)
Rafter to Top Plate(roe-nailed) 3-10d 3-16d per rafter 2X8 HEADERS WITH (2)2X STUD POST
Cei ing Joist to Top Plate(Toe-Haled) 3-10d 3-16d per joist Wood Framing UNLESS OTHERWISE SPECIFIED ON THE
Ceiling Joist to Parallel Rafter(Face-nailed) 10-16d 10-40d each lap PLANS.
Ceiling Joist Laps Over Partitions(Face-mailed) 10-16d 10-40d each lap 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications:
Collar Tie to Rafter(roe-nailed) 3-16d 4 40d per tie
Blocking to Rafter(Toe nailed) 3-8d 3-10d each end Fb=825 psi 2. ALL POSTS TO BE(2)2X STUD POSTS AT
Rim Board to Rafter(End Nailed) 3-16d 4-10d each end Fv=95 psi ALL HEADERS AND BEAMS UNLESS
Rafter to ridge,valley or hip rafters 3-10d 3-16d toe or end nail Fc perp=625 psi OTHERWISE SPECIFIED ON THE PLANS.
WALL FRAMING E=1,600,000 psi ram""
Top Plate to Top Plate(Face-nailed) 3-16d 3-16d per foot '``Ia A
Top Plates at Intersections(Face-nailed)1 4-16d 5-16d joists-each side 2. Aft Laminated Veneer Lumber is to have the following minimum specifications: esig n Loads:
Stud to Stud(Face-nailed) 3-16d 3-16d 24'o.c. ��• ' n
EX.2X6 RR @ 16.O.C. Header to Header(Face-nailed) 16d 16d 16'o.c.along edges Fb=2,900 psi �1'.p� p' -Roof-Live Load-30 psf Based on ASCE 7 and
(SISTER 3-2X8 AT EACH JOIST) Top or Bottom Plate to Stud(End Nailed) 3-16d 3-16d per stud Fv=290 psi Pg=25 pisf per Figure R301.2(5)
Stud to Stud at abutting studs at interseciang wall comers 16d 16d 12'o.c.face nail Fc perp=650 psi -Dead Load-30 psf
TURNBUCKLE Continuous header to shed 4-8d 5-8d toe nail E=2,000,000 psi
(LOCATION BY ARCHITECT) Bottom Plate to Floor Joist,Band Joist,Emd joist or Blocking(Face-Nailed) 2-16d 3-16d per foot -1st Floor -Live Load -40 psf
SIMPSON HTT4 sIMPSON HTT4 1 3. All Laminated Structural Lumber is to have the followingminimum specifications: -Dead Load-15 psf
FLOOR FRAMING pecrficati
Joist to Sill,Top Plate or Girder(foe-nailled) 4-8d 4-10d per joist Fb=2,800 psi -Wind Loads-130 mph-ASCE-7
Bridging to Joist(roe-haled) 2-10d 2-10d each end Fv=290 psi
x qh=25.8 psf(Exposure B)
Roof C&C(Loads:
C
� Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Fc peril=740 psi psf(Zone 1
Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block E=2,100,000 psi -43.2 psf(Zone 2)
NUTS \-7/8*0 STEEL ROD - - 3.3
Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist -61.2 psf(Zone 3)
Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications:
Band Joist to Joist(End-nailed) 3-16d 4-16d per joist Wall C&C Loads:
Band Joist to Sill or Top Plate(Toe-nailedl) 2-16d 3-16d per foot Fb=975
2T-0' psi -31.6 psf(Zone 4)
ROOF SHEATHING Fv=175 psi -38.0 psf(Zane 5)
Structural Panels 8d 10d See roof sheathing Fc perp=565 psi
nailing detail on E=1,600,000 psi THIS BUILDING IS DESIGNED AS AN ENCLOSED
structural sheets STRUCTURE.
NOTIES: CEILING SHEATHING 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance
*INSTALL 700 STEEL TIE RODS 5'-T INCHES ON G um Wallboard 5d coolers 5d coolers Ted a!T field with the manufacturer's specifications.
g Design Criteria-NYS Residential Code R301.2.1.1 and utilized the
CENTER MAX WALL SHEATHING methods andl procedures stipulated in Ch ter 2 Engineered Desi and
SIMPSON LSTA36 6. All wall sheathing is to be 23/32 inch APA Rated Exposure 1 plywood and shall be fastened to the studs as � � �
Structural Panels 8d 10d 6'edge 117 field per the nailing schedule on this sheet. Chapter 3 Prescriptive Design in the American Forest and Paper
'PO�StTION TIE RODS WITHOUT SAG BY STRAP Association VNood Frame Construction Manual for One and Two Family
Structural Fiberboard Panels 1/2' tt gm galy.roofing�0.12•x 112•kxg Ins• 3'edge 16'field A Y
TEMIPORARILY SECURED THE CABLES TO ROOF
RAFITERS ABOVE DURING TENSIONING USING THE Structural Fiberboard Panels 25/32' 11 ga.gale.roofing red 0. 2'x 1314'�9 3B•Head 3'edge/6'field 7. Solid blocking IS to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. Dwelling Unitas-High Wind Addition and ASCE 7.
TURtNBUCKLES. Gypsum Wallboard 5d coolers 5d coolers T edge 1 T field
Particle Board Panels 8d 8d Per Manufacturer 8. Double joists are to be installed below parallel walls.
TUFRN BUCKLES AND EYE NUTS ARE CLEVELAND FLOOR SHEATHING
CI Yr•FORGE PRODUCTS OR EQUIVALENT. Structural Panels 9. Blocking is to be installed at all point load bearing points. AP1 1.D v Z® AS NM ED
TYPICAL WINDOW AND DOOR HEADER I"orless 8d 10d 6'edge 117 field ./�
Greater than 1' 10d 16d 6'edge/I T field 10. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. DATE. B P#
(1)Nailing requirements are based on waill sheathing nailed 6'on-center at the panel edge. Alternate nailing schedules shall RUBY:
COLLAR TIE DETAIL STRAPPING DETAIL EACH CORNER /
be used where waft sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge 11. All plates,bolts,nails,etc.are to be galvanized or stainless steel. FE 0 7a�j�-
NOTIFY BUILDING DEP/��sTNENT AT
SCALE 1114•=r-0• NTS to obtain higher shear capacities,Haling requirements for structural members shall be doubled,or alternate connectors shall 631-765.1802 8AM TO 4 PM FOR THE
be used to maintain load path. 12. Designated connectors,straps,hold downs,etc.specified on these drawings are made by Simpson unless KONS:
(2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be indicated otherwise. All connectors,straps,hold downs,etc.are to be naled/bolted in accordance with the -j,10 RE0I_11770
reduced to 1-16d nail per foot manufacturer's specifications and installed to the maximum rated capacity. FOP t' .,ONCRE H.
f F°C". AAsviiNG&
13. AD joist and beam hangers and fasteners used on the exterior to be Sim 3. I.: y� ;r,+iuN
g Simpson 316 Stainless Steel as FINAL-CONSTRUCTION MUST
required by Simpson. All straps and hangers located in protected interior locations are to be galvanized. 4, COMPLETE FOR C.O.
14. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. ALL CONSTRUCTION SHALL MEET THEREQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTON ERRORS
Simpson LSTA30 Ridge
Strap at each Rafter
TOP itO
SIMPSON MITS30 RAFTER STRAP OR
AT EACH RAFTER TAIL
SIMPSON H2.5A RAFTER
REVISIONS
TAIL TO TOP PLATE
SIMPSON TSPZ STRAP
• SIMPSON H2.5A TOP FASTEN EXTERIOR SHEATHING TO TOP AND BOTTOM PLATE SIMPSON SD1fficis 50
DOUBLE ROW 8d COMMON NAILS @ 6.O.C. WITH E COAT
H2A CONNECTOR, TOP PLATE PLATE TO STUD . SHEATHING PANELS TO OVERLAP TOP MEMBER OF OPP 5F H GALV.ANCHOR BOLT WITH A
STU
THE TOP PLATE AND BOTTOM PLATE BY 1117. SIMPSON BP518-3 BEARING PLATE .....
SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES • FASTENER ROWS TO BE 12'APART WITH A 1/2'MIN.
EACH RAFTER TAIL INSTALLEED ON AT EACH RAFTER TAIL(INSTALLED ON EDGE DISTANCE i
( EACH ROW TO HAVE NAILS AT SPECIFIED SPACING. 2-SIMPSON H4Z STRAPS
EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) SIMPSON S A3s
SIMPSON LTP Plans are pfepafed by Condon Engineering,P.C. It is a violation of ithe New York State
STRAP Education Law,Article 145,Section 7209,for any person unless aching tinder the
t5rection of a kw.;ed Professional Engineer,Architect,or Land Surnreyor,to alter arty i
Typical Wall and Sill item in arty way.9 an item bearing the seal of an Engineer,Architect,or Land Surveyor is ,
altered,the altering Eng'trtem Architect,or Land Surveyor shall affix to the item his/her
Strapping Detail seal and the notation'Altered by'followed by hMw signature and the date of such
TYPICAL WALL AND SILL STRAPPING DETAIL anerations,and a specific description offtaLration.
Scale:AS SHOWN Condon En ineedn , P.C. JONES RESIDENCE
9 9 110 SYLVAN LANE
Drawn by-JJC 1755 Sigsbee Road EAST MARION, NEW YORK
TYPICAL BUILDING SECTION Mattituck,New York 11952
631 298-1986 631 298-2651 Fax NOTES AND
NOT TO SCALE ( )
Date:12/30/2025 www.condonengineering.com SPECIFICATIONS
i
WINDOW TO BE WINDOW TO BE
REPLACED IN KIND REPLACED IN KIND
TW2632 DOOR TO BE TW2636
RO 7-8 1 B'X 3'4 718' REPLACED IN KIND RO 7-8 1/8'X T-8 7/8'
I ,
WINDOW TO BE DW 30'RANG NEW ANDERSON WINDOW i D
REPLACED IN I4ND RO 5178'X 40 7B' I 1
TW2632
IRO7-81/8'XT 47Ar ---------
EX WINDOW TO KITCHEN I I
REMAIN 8'-0'CLG 8' ci W REMOVE CEILINIG JOISTS IN
BEDROOM 2 I I BEDROOM 2
8'4'CLG PROPOSED I ( PROVIDE STORAGE SPACE WITH 8-0'CLG N I
WINE DOOR TO BE
HATCHED AREAL
VAULTED CEILING I I HIDDEN V J r
1 — — REPLACED IN KIND INSTALL 2X4 STUD WALLS IN L
REF. STORAGE I ATTIC AROUND VAULTED
-- I CEILING
I I �
NEW BARN DOOR INCREASE I I I) I
BATH
CLOSET DEPTH I BATH I I013ANM 7/
L- - J L _ _ J
V-0'CLG max` REDUCE CLOSET 94r CLG �,X`
NO WORK J SIZE
0I � NEW ANDERSON WINDOW
II r------- W
1 1 I r------ I TW210210 I I 1 - - -- _
1 1 I I I I I I 1 I 10
LA I I R0 3610 X 48 7B' 1 N I
11 1 I LING ROOM
PROPOSED NEW ANDERSON WINDOW(ABOVE)
REPLACED .1
WINDOW TO BE i i VAULTED CEILING TW2446(RO 25 7/8'X 241141
J J J
RO 7-81 B'X 3'-4 7/8' r- a
NEW ANDERSON WINDOW
X
0 36018'X 48 7/8'10
I I INSTALL 2X4 STUD WALLS IN / CIA
A„ ATTIC AROUND VAULTED I
PROPOSED 6'X 6'-W BATH I W I CEILING BATH8
SWING DOOR BEDROOM 1 '0'CLG I a I BEDROOM 1
I WG6 8-0'CLG
068L 8'-0'CLG WALLS&CEILING W 8'0'CLG o I
NO WORK TO BE INSULATED
X i=
NEW ANDERSON WINDOW I v I / I
TW21021E210210 I N
WINDOW TO BE RO 3618'X 48 71W r
I I vl
REPLACED IN KIND klij
TWN2632
-- - -- -- -- --- - - - -- ---- - --- -- -- -- I -- --- - - -- - - -
_ -- —
RO 7 81B"X 3'4 7/r
CLG gape I LG Shape
H;='L' CLOSE UP OPENING WINDOW TO BE
REPLACED IN KIND
TW28310 I
WINDOW TO BE
RO 2-1018'X 4'4' 7/8' (2)2X8 HEADER
NEW ANDERSON WINDOW REPLACED IN KIND
TW 38510 TW18210
RO 3'-1018'X 6'-0 7B' RO 1'4011W X 3'-070
SUN ROOM SUN ROOM
V-3'CLG I I 8'-0'CLG
I
DOOR TO BE
REPLACED IN KIND I I I
WALLS b CEILING
TO BE INSULATED
WINDOW TO BE I I REPLACED IN FOND
WINDOW TO BE RO 120 7B'X 60 3B'
REPLACED IN KIND I I
RO717/8'X 60 3B'
I
L _ J
WINDOW TO BE WINDOW TO BE
REPLACED IN KIND REPLACED IN KIND
RO 717/8'X 60 7B' RO 7178'X 60 7/8'
PROPOSED FLOOR PLAN PROPOSED FRAMING PLAN
REVISIONS
PFans are prepared by Condon Engineering,P.C. It is a violation of the New Yodt State
Education Law,Article 145,Section 7209,for arty person unless acfirg under tie
direction of a ficensed Professional Engineer,Architect,or Land Surtveyor,to after any
ftem in any way.If an item bearing the seal of an Engineer,Architelct,or Land Surveyor is
altered,the altering Engineer,Architect,or Land Surveyor shalt atfiix to the ftem his w \�
seal and the notation'Altered by'followed by his m sgnature andl the date of such
atteradons,and a specific desaiption of the alteration.
Scale:AS SHOWN Condon Engineering, PC JONES RESIDENCE
. . 110 SYLVAN LANE
1755 Sigsbee Road EAST MARION, NEW YORKAdNk
Drawn by.��� Mattituck,New Yolk 11952
(631)298-1986 (631)298-2651 Fax vj=3
Date:12J30=5 www.condonengineedng.com PROPOSED FLOOR PLAN
EX ROOFING TO REMAIN
EX SIDING TO REMAIN
EX ROOFING TO REMAIN
NEW ANDERSON WINDOW DOOR TO BE
TW2446(RO 25 718'X 241/41
REPLACED IN KIND EX SIDING TO REMAIN
_-----------------�
NEW ANDERSON WINDO'
i RO 517/8'X 40 7/8'
DOOR TO BE
i REPLACED IN KIND
i
_----- o o WINDOW TO BE
WINDOW TO BE
REPLACED IN IaND
REPLACED IN KIND TW2632
TW2636 RO 7-8118'X T4 7/8'
NEW ANDERSON WINDOW RO 7-01/8'X 3'-8 7/8' EX WINDOW TO
TW210210 REMAIN
WINDOW TO BE
REPLACED IN KIND
RO 120 7/8'X 60 3/8'
FRONT ELEVATION RIGHT ELEVATION
EX ROOFING TO REMAIN
EX SIDING TO REMAIN
PROPOSED 6'X 6!4r
SLIDING DOOR
FWG6068L
NDO'N TO BE
ICED IN KIND WINDOW TO BE
TW2632 REPLACED IN KIND
1/8'X:74 7/fr RO 71718'X 60 3/8'
WINDOW TO BE
REPLACED IN KIND
TW2632
R07-81/8'X3!47/8'
WINDOW TO BE
REPLACED IN KIND
WINDOW TO BE
REAR ELEVATION RO 7-81/8'X T 4 7/8'V KIN
DOOR TO BE REPLACED IN D
REPLACED IN KIND 1TW28310
WINDOW TO BE RO 2-10118'X 4'-0' Wr
REPLACED IN KIND UBE
NEW ANDERSON WINDOW WINDOW TO BE RO 717M'X 60 7/8' REPLACED IN KIND
TW 38510 REPLACED IN KIND RO 71718'X 60 7/8'
RO 3'-101/W X 6'-0 718' TW18210
RO T401/8'X T-0 7/8'
LEFT ELEVATION
REVISIONS
�E f,t` �
1:
i'
Plans are prepared by Condon Engineering,P.C. It is a violation of tthe New Yak State
Education Low,Article 145,Section 7209,for any person unless actiirg under the Z
direction of a licensed Professional Engineer,Ard*ecL or Laird Survreyo,to alter any
Run in any way.If an item bearing the seal of an Engineer,Architect or Land Surveyor is
altered,the altering Engineer,Architect or Land Surveyor shall aft ito the item hisRner :.
seal and the natation'Altered by'followed by hls w signature and the date of such
alterations,and a specific description of the alteration.
Scale:AS SHOWN Condon Engineering, P.C. JONES RESIDENCE
110 SYLVAN LANE
1755 Sigsbee Road EAST MARION, NEW YORK
Drawn by��� Mattituck,New York 11952
(631)298-1986 (631)298-2651 Fax %5m4
Date:1M0/2025 mw.condonengineering.com BUILDING ELEVATIONS