HomeMy WebLinkAbout1000-38.-6-12 OFFICE LOCATION: h0�*of SOulyOl MAILING ADDRESS:
Town Hall Annex P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) N
Southold, NY 11971 YQ Telephone: 631 765-1938
O Fax: 631 765-3136
IrDUNT`(,�
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Michael Domino, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: July 16, 2019
Re: LWRP Coastal Consistency Review for PETER & MARISA PATINELLA
SCTM# 1000-38-6-12
Michael Kimack on behalf of PETER & MARISA PATINELLA requests an Amendment to Wetland
Permit#9288 for the as-built demolition of existing dwelling; as-built new dwelling constructed on
existing foundation with foundation extended 4.3'x16.4' (70.5sq.ft.) for garage and extended.
10.9'x21.1' (230sq.ft.) for covered porch; new dwelling has a 2,053sq.ft. footprint (with garage
extension), plus porch (230sq.ft.) for a 2,283sq.ft. total footprint. Located: 440 South Lane, East
Marion. SCTM# 1000-38-6-12
The proposed action has been reviewed to Chapter 268', Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment form
submitted to this department, as well as the records available tome, it is my recommendation that
the proposed action is INCONSISTENT with LWRP Policies 4 And 6, specifically 6.3 (below) and
therefore, INCONSISTENT with the LWRP.
4. Minimize loss of life, structures, and natural resources from flooding and erosion.
The following management measures to minimize losses of human life and structures from
flooding and erosion hazards are suggested.*
A. Minimize potential loss and damage by locating development and structures away from
flooding and erosion hazards.
The as built structure is located 10 feet from the CEHA. The protected natural
feature (delineated by slopes) has not been identified.
6.3 Protect and restore tidal and freshwater wetlands.
A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws
and regulations for all Andros Patent and other lands under their jurisdiction
1. Comply with Trustee regulations,and recommendations as set forth in Trustee permit
conditions.
The structure was constructed without Southold Town Board of Trustees review
or permit.
In the event the action is approved, it is recommended that a vegetated, non-turf buffer is
required landward of the deck to further Policy 6.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Town of Southold
LWRP CONSISTENC)(ASSESSIYIENT FORM
A. INSTRUCTIONS
1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. 1'sxcept minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section. C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A p oposed action will be evaluated as to its Significant
beneficial and adverse effects upon the coastal area(which includes all of Southold To Agi).
3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. 'Thus, each answer must be explained iii detail, listing both supporting. and non-
supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions, it shall not be tuldertaketl.
A copy of the LWRP is available in the following places: online at the Town of Southold's
website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all
local libraries and the Town Clerk's offioe.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM# � - _ LZ
PROJECT NAME
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees M
1. Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency(e.g. capital ❑
construction, planning activity, agency regulation,land transaction) ❑
(b) Financial assistance(e.g. grant, loan,subsidy)
(c) Permit, approval,license, certification:
Nature and extent of action: 6X 1.1-71A1(, to a,, Z moe(,
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ix /6.91216. S,r> .�'O,C 64&5 . AIZ? —X=I25IV4i o
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Location of action:_ 4�Q SOd �i�d1_
,
Site acreage:_
Present land use:
Present zoning classification:_
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: -,!M.4�A, ZZ
(b) Mailing address:_ .Q�' � �� t Sf, �, Al y /1 C3 U
(c) Telephone number: Area Code
(d) Application number, if any;
Will the action be directly undertaken,require funding, or approval by a state or federal agency?
Yes ❑ No L&J If yes, which state or federal agency?
C. Evaluate the project to the following policies by analyzing how the project will further support or
not support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See MRI"Section III—Policies; Page 2 for evaluation
criteria.
❑Yes ❑ No R—T Not Applicable
V'� f B,2JL,.7— ,)6—&'&412 ei5 sem`
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LWRP Section III—Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No L2%92' Not Applicable
AC CAZ"0 AZ C412
Attach additional sheets if necessary —
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III—Policies Pages 6 through 7 for revaluation criteria
❑ Yes ❑ No ® Not Applicable
Zmjla
00 ef 'EX
X4 1
Attach additional sheets if necessary '
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III—Policies Pages 8 through 16 for evaluation criteria
11 Yes ❑ No W Not Applicable
44 r
— �' ,�YLr" pG��,�LG//1!(�_!S �,�?/V,h/�lJi�1� D.�' C,�l-� i,✓/1//�
Attach additional sheets if necessary
Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
L—� Yes ❑ No P Not Applicable
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22
through 32 for evaluation criteria,
0 0 X
Yes No Not Applicable
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes ❑ Noifni
Not Applicable
Ain 1A1 ,
Attach additional sheets if necessary --"
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria.
❑ Yes ❑ No R1 Not Applicable
4/o�iE,�,Qivy
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III—PoIicies; Pages 38 through 46 for evaluation
criteria. n
F1Ye❑ NOXA{{��
Not Applicable
Attach additional sheets if necessary —
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III--Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes ❑ No.,K- - Not Applficable
D`}d/S .4f�W C;4 Qid�
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section III- Policies; Pages 57 through 62 for evaluation criteria.
❑ Yes ❑ No 1'Z?ST Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages
62 through 65 for evaluation criteria.
EJ Yes ❑ No ^ Not Applicable
-- - Alo r ale -&2�1 .s`O IV may:
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III—Policies; Pages 65 through 68 for evaluation criteria.
❑ Yes ❑ No F"�'r Not Applicable
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SURVEY OF PROPERTY
SI T UA TE
EAST MARION
fvl AY 2019
TOWN OF SOUTHOLD
z SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-38-06- 12
tY
SCALE 1 "=20'
0 �- ---- DECEMBER 55 2012
�� AUGUST 11 , 2013 SET PROPERTY LINE NAILS IN BULKHEAD
�\ F T NOVEMBER 17, 2017 ADD PROPOSED ADDITIONS
SEPTEMBER 17, 2017 FOUNDATION LOCATION
ti1AY 28 2019 OCT�BER 25, 2018 SHOW WALK, PATIO & DRIVEWAY TO BE REPLACED
` NOVEMBER 12, 2018 REVISE COVERAGE NOTES
AREA = 14,323 sq. ft.
(TO TIE LINE) 0.329 CIC.
9
EXISTING TOTAL COVERAGE EXISTING BUILDING COVERAGE
OVER AREA NORTH OF COASTAL EROSION OVER AREA NORTH OF COASTAL EROSION
HAZARD LINE (10,473 sq. ft.) HAZARD LINE (10,473 sq. ft.)
DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE
HOUSE 1,799 sq. ft. 17.2% HOUSE 1,799 sq. ft. 17.2%
Rf0 CONC. PORCH 177 sq. ft. 1.7% R/0 CONC. PORCH 177 sq. ft. 1.7%
BFICK PATIO 596 sq. ft. 5.7% TOTAL EXISTING 1,976 sq. ft. 18.9%
BFICK WALK 104 sq. ft. 1.0%
BFICK STOOP 52 sq. ft. 0.5%
SLATE WALK 130 sq. ft. 1.2%
CONC. APRON 25 sq. ft. 0.2%
Y °
lip ASPHALT DRIVEWAY 922 sq. ft. 8.8%
TCTAL EXISTING 3,805 sq. ft. 36.3%
PROPOSED TOTAL COVERAGE PROPOSED BUILDING COVERAGE
OVER AREA NORTH OF COASTAL EROSION OVER AREA NORTH OF COASTAL EROSION
�� / y?' �• HAZARD LINE (10,473 sq. ft.) HAZARD LINE (10,473 sq. ft.)
o� DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE
0 HOUSE 2,053 sq. ft. 19.6% HOUSE 2,053 sq. ft. 19.6%
PORCH 230 sq. ft. 2.2% PORCH 230 sq. ft. 2.2%
• cis q. TOTAL PROPOSED 2 283 sq. ft. 21.8%
STONE PATIO 596 s ft. 5.7Y. ,
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A STONE WALK 104 sq. ft. 1.0%
TCTAL PROPOSED 2,983 sq. ft. 28.5%
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PREPARED IN ACCORDANCE WITH THE MINIMUM
4D, STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
THE
ED
FORSUCH I USE BYNTHE PNEW VYORK ED NSTATE
LAND
TITLE ASSOCIATION.
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- N.Y.S•' Lic. No. 50467
UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft C o r Jnr i n l l l
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCAON LAW.
COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S.
ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S.
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
1
A 2015 IRC WITH NY5 2011 UNIFORM CODE SUPPLEMENTS 15.00 WATER AND SANITARY 5Y5TEM 11.15 Landings(R311.3.3) Stairways-a floor or landing to be provided at top and bottom- No landing required at
G E N E R/4L 5 F EGI F I CATION 5 SINGE 10/31/11 INCLUDING 2015 IEGC&2016 ENERGY 1.05 Flashing-Aluminum flashing,lead coated,flash all wall penetrations. Flash top of an Interior stairway provided door does not swing over stairs. Exterior doors-a floor or landing Is
CONSERVATION CONSTRUCTION CODE SUPPLEMENT all corners. Flash all valleys,ridges,windows,door heads,and joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built required on each side of an exterior door- At other than the required exit door,a landing Is not required
materials.Termite Shield-Copper Kraft Paper in accordance with Suffolk County Department of Health. on the exterior side of a door having two or fewer risers. Egressi doors-a floor or landing shall not be more
1.00 Survey data taken from survey:Ken Beckman,L5 dated:812011 than 1 1/2 in.lower than the top of the threshold-At other than the required exit door,the elevation
1.06 16
Gaulkingl5ealant-as selected by Builder. .00 MISCELLANEOUS 1
different below the threshold of an exterior door is limited to 314", provided the door does not swing
2.00 517E WORK
over the landing(not applicable to storm doors).(8311.3.1)
201 Excavation shall be sufficient to provide full design dimensions or to allow for forming 1.01 Gutters and Leaders-.032"prefinished aluminum gutters. .024"preflnished aluminum
16.01 Extreme care and proper measures shall be used so as not to damage,bulge or
leaders. Color-white.To ells if required, tip walls due to anysuperimposed pressure,shoring,bracing,etc.,shall be employed 11.16 Emergency Escape and Rescue Openings(R310.4). Bilco enclosures with direct exterior access
as required. All footings to bear on virgin soil,pressure assumed bearing cap 2 TSF. q until the full dead load of the building Is on the wall. Do not backfill against foundation permitted If in compliance with requirements.
202 Backfill and compaction-use clean earth containing no organic matter,well graded. 8.00 DOORS AND WINDOWS walls until floor system installation Is complete. 11.11 stairway Treads and Risers(8311.5) Maximum riser height to be 1 314". Minimum tread depth
Fill beneath structure shall be compacted to 15%density as per A5TM D 1551 16.02 Where drawings are In conflict with other drawings or details,the contractor shall notifyto be 10". (R311.1.5.2.1)Stairway width-stairways to be a minimum of 36"in width at points above the
Method D. Backfill shall not be placed against the existing foundation walls until the 8.01 Openings for emergency use shall include doors or operable parts of windows located g g
as to provide unobstructed egress to legal open spaces. Such openings shall not the architect for clarification. Do not scale drawings. permitted handrail height. Handrails may protect s maximum of 4 112"on one or both sides of
concrete is of a sufficient strength and the walls are braced at both top and bottom stairways. Minimum clear stairway width at and below the handrail height,Including treads and
impede egress In an emergency,shall have a minimum area of 5 1 sq.ft.with a min. 16.03 The architect will not have control or charge of and will not be responsible for construction and landings,to be: 31 1/2"with handrail on one side only,21"with handralls on both sides.
by framing lumber or temporary bracing. g y.
height of 24"and a min.width of 20"with bottom of openings no higher than 44"above means, methods,techniques,sequences and programs or for safety precautions and programs Within each flight,maximum variation of 3/e"between greatest and smallest riser heights. Within
203 Drainage at footings-as required 4"diam.perforated plastic pipe to dry well if soil finished floor in all above grade stories. All glass within 18"of floor to be safety glass In connection with the work. each flight,maximum variance of 316"between greatest and smallest tread depths. Stairways with
conditions require It. Backfill shall not be placed against the existing foundation walls Grade floor openings should have a min,net clear opening of 5 sq.ft.(R310.1.1) solid risers to have nosings of a minimum of 314"and a maximum of 1 1/4". Nosings not required
16.03a. The contractor shall give all notices and comply with all laws,ordinances,rules,regulations
until the concrete Is of a sufficient strength and the walls are braced at both top and 8.02 Minimum window requirements per room is 8%of floor area for light and 446 for anfor treads at least 11"In deth.d lawful orders of any public authority bearing the performance of the work and shall promptly P (Open risers cannot permit the thru passage of a 4"sphere.)
bottom by framing lumber or temporary bracing. ventilation. notify the architect If the drawings and specifications are at variance herewith. 11.18 Stairway Height(R311.1.2.)Min.headroom of 6-8"for stairways and landings. Headroom height
3.00 CONCRETE measured vertically from sloped plane adjoining tread nosing or from floor surface of
16 036. Owner and contractor shall Indemnify and hold harmless the architect and their agents and landing or an platform. accessible 5
3.01 Concrete work shall conform to American Concrete Institute Standard.
803 Doors and windows to be insulated glass. employees from all claims,damages,losses and expenses including but not Ilmited to attorney 9 y p pace under stairs to receive 1/2"gwb.
804 Entrance doors to conform to NYS Energy Gode, fees arising out of or resulting from the performance of the work provided that any such claim, 11.1 q Special Stairways(R311.1.20.1). Winders to have minimum tread width of 26".
.
3.02 Concrete shall be a min.3000 psi class @ 28 days unless noted otherwise. Porches damage,loss or expense(1)is attributable to bodily Injury,sickness,disease or death or to Injury Tread depth to be at least 6 3/4"at waikilne.
to destruction of tangible property(other than the work Itself)including the loss of use resulting there
steps,steps,garage floor to be 3500 psi. 8.05 Garage doors to be rated for current/applicable wind load. from and(2)is caused In while or In part by any negligent act or omission of the contractor,any sub- 11.20 Smoke Alarms(8313.1) Where multiple smoke alarms are required,interconnection Is required.
contractor,anyone directly or Indirectly employed negligent
any of them or anyone for whose acts any s them Smoke alarms to be located,in each sleeping room,outside of each separate sleeping area In
3.03 Reinforcing Rods-A5TM A-305:616 x1 Oil WWF A5TM A-185. Reinforcing 8.06 R312.2 Window fall protection shall be provided in the immediate vicinity of the bedrooms,on each additlonal story of the dwelling,Including basements
In footings only where variation in soil conditions require,and where soil does not may be unable,regardless whether or not it is caused in part by a party indemnified hereunder.
q accordance with Sections 8312.2.1 and 8312.2.2.8312.2.1 and cellars,on each level in split level dwellings where an intervening door is located between
provide 2,500 psi or noted otherwise. Window sills In dwelling units where the top of 5111 of an operable window 1604 Architect is not engaged for supervision In any capacity unless otherwise noted, the adjacent levels. An alarm located only on the upper level is permitted where there Is no
opening is located less than 24 in.above fin.fl.and greater than 12 In. intervening door between the adjacent levels and the lower level Is less than one full story below
3.04 Formwork shall be well braced true to dimension,level and plumb and foundation 16.05 Contractor to obtain all permits and Insurance necessary to protect the architect and the upper level. An alteration,re
above fin,grade or other surface below on the ext.of the building, pp y pair,addition or conversion to an existing dwelling requiring a building
has been designed for grades less than 5%. the operable window shall comply with one of the following: the owner. Architect to be notified in writing of all changes prior to and during con- permit now requires that all sleeping rooms in the house be upgraded with hard wired&interconnected
1)Operable windows with openings that will not allow a 4 in.dia.sphere struction. This drawing Is an Instrument prepared to facilitate construction and shall not smoke alarm.
3.05 Vapor Barrier 4 mil, polyethylene sheet lap all edges 6". Membrane waterproofing to pass through the opening where the opening is in its largest position. be construed as a contract between the builder and the owner. Federal,State and Local 11,21 Handrails Size(R311.1.8.3) Two methods prescribed with option of accepting handrail with
shall be Installed on all sub-surface exterior foundation walls. 2)Operable windows that are provided with window fall prevention devices zoning and building code compliance shall be the responsibility of the contractor. equivalent graspability. Type 1 rails-if circular cross-section,diameter of 1 1/4"to 2';
that comply with ASTM F20g0. if noncircutar rail,cross-se(tion of 2 1/4"maximum with perimeter of 4"to 6 114". Type II
3.06 Footings at different levels shall be stepped and the step rise and run shall be a 3)Operable windows that are provided with window opening 16 O6 This structure has been designed in accordance with the NY5 Energy Conservation code, rails-perimeter dimension exceeding 6 1/4",graspable finger recess to be provided on
maximum slope of 1 vertical to 2 horizontal, residential code in NY5.
control devices that comply with Section 8312.2.2. both sides of tall,with specific dimensional criteria set forth in code.
11.00 Guards and window fall protection per Sec. R312
8.01 8312.2.Window opening control devices shall comply with 11.01 All envelope systems shall be in accordance with the latest revision of the NY5 Energy Conservation Code. 11.22 Handrails(Section R311.1.8) Located at 34"vertically above nosing of treads. Min.of one handrail
4.00 MA50NRY A5TM F20gO The window opening control device,after required for stairs of four or more risers. Handrails to be continuous full length of stairs from a point
operation to release the control device allowing the window direct) above to riser of a flight to a y g y p
4.01 Concrete Masonry Units shall meet A5TM G-q0 grade A;solid block ASTM G-145 to fully open,shall not reduce the net clear opening area of the 11.02 Fireplace construction shall be in conformance with Sec.R1006. Air leakage with glass y p g point direct/ above lowest riser of a flight-may be interrupted
grade B. Shapes as required;28 days old before installation. Minimum net window unit to less than the area required by Section R310.2.1. enclosure and doors outside air supply shall be provided as per N1 102.4.2. by a new post at a tum,volute or turnout permitted over lowest tread. Guards(R312.1) Raliing is to be
a min.height of 36"where porch,balcony,landing or raised floor surface located more than 30 In.
compressive strength of block to be 2500 psi. 9.00 FINISHES 11.03 Guard rails are only required where the difference in grade 15 more than 30". (R312.1) Opening in above floor or grade below,
4.02 Par in 1 coat Portland cement parging on above rade CMU. Sponge finish X" guard rails to be 4"max,(8312.1.3). Handralls are required on stairs with 4 or more risers(R311.1.8).
g g. p g g g11.23 Draftstopping and Flreblocking(8302.12 and 8302.11) Where a floor membrane above and
at masonry walls below grade. q.01 Drywall- X"tapered edge gypsum board,applied,taped and finished as per U5 ceiling membrane below create the concealed space In a floor/ceiling assembly,draftstopping
Gypsum Company recommendations. Use water resistant a as substrate for 11.04 The code describes the height of a building a5 the vert.distance from the grade plane to the
yp p y � to be provided under following circumstances: ceiling suspended under floor framing,floor
5.00 METALS ceiling as per NYS Building Code. avg height of the highest roof surface.Grade plane is lowest point of grade from any distance 6'-0" framing constructed of truss-type open-web or perforated members. Materials for draftstopping
away from house. to be adequately supported and Installed parallel to floor framing members unless otherwise
501 Anchor bolts shall be 5/8"diameter embedded 1"In poured concrete and 15"in 10.00 CA5T-IN-PLACE CONCRETEapproved., 112"gypsum board,318"wood structural panels,318"Type2-M-W particleboard
unit masonry. Min(2)anchor bolts per section of plate. 12"from each end with inter- 11.05 Attic access openings must be a minimum of 22"x 30"with a min.of 30"unobstructed headroom other approved materials.
mediate bolts as per chart on seet A-2.. 10.01 All reinforced concrete shall be furnished and installed in accordance with the above(8801.1)
current AGI-318"Building Code Requirements for Reinforced Concrete."
5.02 Metal Joist Hangers and Ty-Downs shall be used at all joists with direct bearing. 11.06 Stairway Illumination(8303.1-8303.8). All interior and exterior stairs to be provided with illumination,including N E RGY GOD
18 GA galvanized steel. Use all nails provided by manufacturer. By Simpson or equal. 11.00 FOUNDATION NOTES landings and treads. Interior stairs light source to be in Immediate vicinity of each stairway landing
All framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairway section(minimum 1 foot candle). Exterior stairs light source to be in
11.01 The presumptive soil bearing capacity is assumed to be(2)T5F for all footings immediate vicinity of top landing of stairway(bottom landing for basement sta'in.vays). Light activation
5.03 Nails-number and type for each application as called for in the WFCM(see sheet A2). deyices to be located at both top and bottom of interior stairs;located within the dwelling unit for
11.02 Filled subgrade below floor and footings shall be compacted to be 95%of the exterior stz14r5(continuously ilHminated or automatically controlled also permitted). Exterior decks with SEE ATTf�GH1=D
modified proctor. staircases light s �ti a
wlt (fop ani�otfnMM!f£at�s'`" GALCULATION5
6.00 WOOD 11.01 Whenever an alteration is made to a residence,the entire residence has to have hardwired smoke
11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors Installed(R314.2.2). REFRAME EXISTING HOUSE WITH
6.01 5111 Plate- MGA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building. 2X6 STUDS 1611 OG AT g'-0" HEIGHT
Termite shield-Copper Kraft 1106 Exterior frame walls with no fire rating of 0 hour have a min.Are separation distance of 3 ft.(8302.1.2).
11.04 The maximum vertical distance measured from the top of a basement floor slab to LIEU OF EXI5TINO WALL 5TU05.
6.02 Floor,ceiling joist,roof rafters and girders-same grade and construction as for outside finished grade shall not exceed the following. 11.Oq Landings are required at exit doors other than the required exit door if there are more than 2 risers
structural lumber noted below(6.08). Type of Wall Height (8311.3.2)
8"block w/#5 rods @ 48"o.c. 8 ft. 11.16 Light,Ventilation and Heating(8303.1) Habitable room to be provided with aggregate SPACE EXIST. ADDITION5 TOTAL
6.03 Bridging-wood cross bridging-as required by code.8'-0"O.G. 8"block w/#5 rods @ 40"o.c. q ft. glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required
8"concrete(unreinforced) max unbalanced backfill hgt 1 ft in rooms with artificial light capable of avg.illumination of 6 ft. candles at 30"above the floor. 15T FL 1336 50. FT. 3gg 5G. FT. 11355G. FT.
6.04 Roof Trusses-designed and manufactured to meet all applicable codes. Provide 8"concrete 8'wall(reinf.)#5@ 41"OG Vert,max.unbalanced backfill hgt 8 ft. Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of
shop drawings sealed by a Professional Engineer;fabrication certified by engineer 8"concrete q'wall(reinf.)#5@41"oc vert.max.unbalanced backfill hgt.eft. the rooms. 2ND FL 681 5G. FT. 16 50. FT. 16350. FT.
prior to installation. 10"concrete 10'wall(reinf.)#6 @41"oc vert.max. unbalanced backfill hgt.q ft. GARAGE 250 5G. FT. 68 562. FT. 318 50. FT.
6.05 Floor Deck-5/8"plywood,standard G-D-X DFPA,direct bearing at edges. Provide 12.00 MA50NRYPORCH XX 230 5G. FT. 230 S0. FT.
11.1' Gelling Heights(8305.1) Minimum ceiling height of 1'-0"to the lowest projection required for
/, plywood finish underlayment below all vinyl flooring or equal. Glue to joists. 12.01 Concrete masonry units(GMU)to ASTM G-q0. netbitabie rooms. Minimum ceiling height of 1 ft. permitted for:hallways,bathrooms,laundry
rooms,and basements Habitable basements areas,with reduction to 6-8"at beams,ducts and other
6.06 Roof Deck-A"plywood G-D-X DFPA,exterior glue. obstructions. Minimum height of 6'-4"permitted in nonhabltable areas of basements and hallways,with • This drawing he. ,a. ,1 prepared in accordance with the provisions of Title VII,Article
12.02 Minimum net compressive strength shall be 2,000 psi. reduction to 64"at beams,ducts,etc. 145,Sections 1100-1249 of the NYS Education Law. It is a violation of said law for
6.01 Sheathing- 1/2"plywood G-D-X DFPA,exterior glue
12.03 Mortar to be a"N". compressive strength to be 2,000 psi ,., ,` any person,unless he/she is acting under the direct supervision of a licensed
bob Wall Studs- 2xb and 2x4.See framing and plans for spacing. All structural lumber shall type g Sanitation(R306 and R301). Toilet,bath and shower spaces to be provided with fixture professional Architect to alter any portion of this drawing in any way. If any part of
have 1100 fb bending stress; 1,600,000 modulus of elasticity and max 1q%moisture clearances and clear floor space as shown in Fig. 8301.2. Shower compartments to have this drawing Is altered,the altering Architect shall affix to the item altered his seal and
content,Doug Fir No.2 unless noted otherwise. 12.04 Provide"Dur-o wall"standard gauge or equal in all walls over b courses high. nonabsorbent surfaces to a minimum height of 6 ft.above the floor and 305.1.
the notation"altered by"followed by his signature,the date of alteration and a
6.Oq Siding to match applied over Tyvek or Zip System 11.13 Hazardous Locations(section R308.4, 8308.4.1) Specific hazardous locations where specific description of the alteration.
glazing to comply with provisions for human Impact loads: Glazing in side-hinged swinging doors • This drawing has been prepared for the specific project indicated,and Is an
6.10 Plywood all plywood used structurally shall meet the performance standards and 13.00 STRUCTURAL STEEL NOTES (other than jalousies) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels instrument of service copyrighted by,and the sole property of Peter T.Podlas,PC.
all other requirements of applicable US Commercial Standards for the type,grade ;n sliding and bifold closet door assemblies.Glazing In storm doors. Glazing in unframed swinging This drawing may not be copied or used,In whole or in part,by any party without the
and species of plywood and shall be so Identified by an approved testing agency. 13.01 Steelwork in general shall conform to the current specifications for the design, doors. Glazingin doors and enclosures for hot tubs,steam rooms,saunas,whirlpools,bathtubsPC.
fabrication and erection of structural steel for buildings adopted b the A15C. P expressed anywritto consent of Peter T.Podlas, ted Infringements or any use of this
9 P y and showers. Where any part of building wall encloses such compartments,glazing within 60" drawing for any other purposes will be prosecuted to the full extent of criminai and
6.11 Provide double joists under all parallel partitions. vertically above standing or walking surface to be regulated. (5 ft.rule-5 ftr above walking civil law. Possession of any copy of this drawing not containing this notice or the
1302 All structural steel shall be in accordance with the A5TM specifications,A.36 surface,5 ft.horizontally out.)See Figure 8308.4.1. Architects seal and signature,in red ink,will be grounds for prosecution.
6.12 Provide(2)2"x 10"headers min.over any window,door opening or any opening with a strength of 36,000 psi.
with double uprights,q'-0"and over with triple uprights,unless otherwise noted. 11 1»' Automatic Fire Sprinkler System required to be installed(R313.2) There shall be no master filing of this plan with any building department and shall
See Header Schedule A-2 13.03 All connections except as noted on plans and details shall have bolted or welded deem the plan to not be valid,sealed and signed plans are good for one calendar
connections as in the latest edition of the AISC manual. year from the date listed below.
6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood 1-beams and
This plan Is for the building lot address below and is for a one time use Dated
LVL products or equal. All joists,girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural _ .,-. --•-- 06/22/18. Address:440 South Lane,East Marlon,NY
installed as per manufacturers recommendations. Web stiffeners shall be required
at all load and bearing points at a minimum. Handling,storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, R2YIeUJ Board _... .- 10/11/18 REVISION:
components shall be as per manufacturer's recommendations. plywood,roof trusses,and sheathing are in place. GENERAL NOTES& Eaeo necyr
t,
' 1sT&2ND FLOORS SPECIFICATIONS W�`S�160
2X6 EXT.WALLS
ti0`lCr BUILDER'S PLANS I 8 2019 q'-0"HEIGHT
1.00 THERMAL AND MOISTURE PROTECTION M AY z s
* '
14.00 ELECTRICAL 1 w
1.01 Dampprooflng,brush apply one coat of asphalt emulsion to exterior of all below The Contactor warrants to the Architect that he possesses the particular competence and skid In PATINELLA RESIDENCE a s
grade walls. Also add vapor barrier as per 3.05. constr.ction necessary to build this project without full engineering and architectural services,and, ` 1
14.01 Shall conform to the latest revision of the National Electric Code,the Local Power fpr me reason that the Gontractorwishes to rely upon his own competence,the Contractor or Owner •� '
1.02 Sill Seal- 1/2"x 5 1/2"compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has resp cted the Architect's scope of professional services in rellance on the Contractor's warranty ; PETER T. PODLAS f p
and at the express request of the Contractor or Avner,the Architect has under taken a limited scope �'
14.02 Provide clock a da nl ht thermostat. of prcfes,:ionai services The construction documents provided by the limited services shall be termed ARCHITECT ,
1.03 Insulation-Walls R15 2x4 Ext.,R21 2x6 Ext. type � 9 ' Buliderr Plans"In recognition of the Contractor's sophistication Construction will require that the Box 105e,REMSENBUIPW NY 11860 631-32".2q \�
Ceilings -fiberglass 12"Batt R-38(flat)R-1q(cath.cIg)Kraft paper faced cantactar adapt the"Builders Plans"to the field conditions encountered and make logical ad]ustments
All interior walls to be R13,3"Batt insulation. Floor-R30 14.03 Provide smoke detectors as per NY5 building code. in fit,ford••dimension and quantity that are treated only generally by the'Builders Plans".in the event DATE 06122/18/ 10/11/18 1
additional detail or guidance is needed by the Contractor of Owner for construction of any aspect of 440 SOUTH LANE, I
14.04 Kitchen and bath to have exhaust fan as per NY5 building code. the nexu protect,he shall Immediately notify the Architect.Failure to give a simple notice shall relieve the 56ALE:A5 NOTED EAST MARION,NY
1.04 Roofing- 30 year arch.shingle with b nails per shingle P g architect�responslbility for the consequence. Page 1 of 6
Ground Snow Load Ultimate Wind Exposure 1 mile of coast? Double Plate Splice (25q) Nailing Schedule Table 3 1 (114)
30 P5F 130 or 140 B,G, D Yes or No GENERAL 5 F E C I F I CAT I o N 5
For exposures"8","G"," 4'-0"
D" Joint Description #Plate # nail spacing
Approximate Distance from Windborne Debris Protection Building Dimension- `18x40 Min.Splice Length_ •_ common box
nails (ENGINEERED DESIGN PER A5GE 1-10 REEF.
Avg, High Tide Mark Recluired rj lice ROOF FRAMING nails
p STANDARD FOR WIND DESIGN WOOD FRAME
NAIL SPACING for Wail Sheathing-CHART B blocking to rafter-toe nailed 2-8d 2.10d each
Less than 1 mile Yes or No E 2-16d 3-16d each CONSTRUCTION MANUAL 2015)
Greater than 1 mile Exposure"B" 4'perimeter sheets interior sheets rim board to rafter-end nailed
Weathering Seismic Termite Frost Line Depth
interior 2OG 1 " interior 121,01-1121,01-1W
130 mph edge 2O edge 6110r, end
FRAMING end
top plate to top plate-face nail 2-16d 2-16d per foot __-
severe NIA Mod/Heavy 36n 140 mph edge b"OC edge 6"OG to intersection-face ,
p9 g p Plates Int., -------_-______ ----_-_-.---------__-._.�_-------------- ---
Interior 12"OG interior 12"GG @ 4-Abd 5-1 bd lolnts-each side Figure 3.2# Panel Attachment
Flood Hazard Winter Design Temp. Ice Shield Underlayment stud to stud-face nailed 2-16d 2.164 24"OG
header to header-face nailed 1-16d 1-16d 16"oc along
Exposure"U' 4'perimeter sheets interior sheets top or bot.plate to stud-end nail 2-16d 2-164 per stud N,a .Mit' 0«,nrr .c,«r •�-�...•««rt.-�a. s"„ea rip.nR"w enw.
r•„+,"r ia.. ,ate,er.•w n+e awew•n.st L.K,rm.� ,+++N n�..oe eaves.-n. •,wmw..•
Yes or No 11 degrees NIA 130 mph edge 6110r, edge 6"OC bottom plate to floor joist,band )- _11--11T
Decay Aspect Ratio(UW) Max Bldg Dimension= EO' interior 12"06 interior ?2"OG joist, end}'ofst or blocking 2-16d 2-16d per foot
i s.• P,"w.r,K.
i J
48x40 140 mph edge 6"OG edge b"OC (13) 16d ea. FLOOR FRAMING
Slight Sli to Min 4,Max 4:1 Actual Bldg. Dimension
g - interior 6"OG Interior 121OG Joist to sill,top plate or girder-toe ;a
Moderate Actual 1 /2.45_ side of Splice Top bridging 4 d 4 10d perJolst
l j ,
Anchor Bolts (158) below plate to tojoist-toe olst-toe naileed d
Roof 2-5d 2-10d each end I 1 (�"
Gblocking J 2_5d 2 10d each end ° ' f ' f J
Roof Live 20P5. Exposure"B" 130 mph I4Cmph ri -
Roof Dead Load 20PSF 1 st Floor Live 40 PSF, Dead Load 15 FSF blocking to sill or top plate-toe 3-16d 4-16d each block
ledger strip to beam-face 3-16d 4-1 bd each joist z I r 1 SnGb.a-,r ties.cn y Fk-".P•y "rn
Ground Snow Load 20 psf 2nd Floor Live 30 P5F, Dead Load 10 P5P
5/8" Diameter 30"OC 30"OG joist on ledger to beam-toe 3-10d
1 9 3-8d per Joist
Spans Exposure B,G,D Douglas Fir#2, Fb=E50 psi, E= 1,600,000 (211 1) Exposure"G" 130 mph 140mph Bottom band Joist to Joist-end nailed 3-16d 4-16d per joist
a -L�2-1'f P.saAyr
band joist to sill or top plate 2-16d 3-16d
xI 2xa x10 2x1 plate perJolst ( �, f ..-
Rafters 12"oc 12-6 15-10 19-4 2:2-5 5/A"Diameter 30"OG 30"OG "TCP VIEW" 4 it
ROOF SHEATHING
16"oc 10-10 13-8 i6-cl 19-5 structural panels Ed 10d see chart
Clg Joists 12"oc 15-0 1q-1 23-3 26-0 a
16"oc 11-q 14-2 18-0 20-1 Notes:Anchopr bolts to be a min.off 7"embedded Into concrete, max. 12"from an CEILING SHEATHING 5d coolers 5d 7"edge/10"
1st P!.Joists 12"oc 10-9 14-2 18-0 20-11 y sum wallboard t-------------- -+
Rafter Heel corner ands 'ice,min.2' from edge of sill plate Anchor bolt washer to be d coolers field ^
2nd FI Joists 12"oc 11-10 15-7 lq-10 23-4 3"x 3"x 3/16,max. 1/16"oversized hole.Use hot dipped anchor bolts and washers d WALL 5HEATHIN6
16"oc 10-q 14.2 17-5 20-3 Connector in all flood zones Double up all 2xb sill plates and lap bottom splice with top plate and structural panels 8d 10d see chart
spike top plate to bottom plate with 3 16d common nails each side of splice In lieu of Max. Cantilever-load bearing gypsum wallboard 5d 5d !"edge/10" Figure 3.2g Panel splice occurring over Horizontal Framing Members
RR/GJ HEEL CONNECTIONS ( 140, 191 ) having both anchor bolts within. 12"of splice on the bottom plate (Note:the bottom hon-loading gearing :cant-spar <
plate splice must have a least one anchor Boit within 12'from its end) (3 2 2.3) 1/4 of Floor Joist span FLOOR SHEATHING coolers coolers field _
Roof A 37 structural panels < 1" Ed 10d 6"edge/12" G•e " r
'1/12 Note, If stns Is under mud sill anchor bolt washers are 3 in x 3 in 5d cooler= 1 5I8" 5d gypsum w°Me rs" v.N�ex mPeen
Rafter SlopeRoof Span P field
AA-Use Simpson H 6 at Rafter and face nail RR&GJ together with(4 ) 16d nails square (117) panel nail,13 1/2 ga15/64" for
p g Solid blocking @ 1st two end bays of floor joists.or each 1
Use same connection at ceiling Joist to ceiling joist lap splices. dia. head = 1 1/4" dn=wall floor @ 4E"OG. Biocking to receive a min.of(2)8d @ each
5Grew end of blocking.
Roof B
Window openings connections:
Rafter Slope_^ Roof Span_ _ ROOF SHEATHING REGUIREMENT5 FOR WIND LOADS
BB-Use Simpson H 6 at Rafter and face nail RR&GJ together with( )16d nails. R tet,"tatnau"q r T �'
Use same co pnection at ceilingjoist to ceilin joist laps ices. window# size #jack studs #king studs Simpson connector Exposure"B"= 1i2" (1 q3, 1 q2) �•M+"µ' '" t 6« ribµ
See actual Floor Plans for strapping regmn'ts Exposure"G"= 1/2"' applied with corrosion resistant fasteners(R
Roof G 1105.2.''.2} tiPM
Rafter Slope__— Roof Span_ --_ Attachment requirement are to be applied on Doug Fir Rafters with 8Q j ",_ '"
1 Eaer-j cripple stup 3Coye the Where attic floor or ceiling t
GG-Use Simpson H 6 at Rafter and face nail RR&GJ together with{ ) 6d nails. header to receive a Simpson Hb common or 1Cd box. Perimeter sheets are 4-0"out from all edges of roof
see Floo,Plan for u NAIL SPACING for Roof 5heathin CHART A end wall or where tr.from gable
Use same connection at ceiling joist to ceiling joist lap splices. o<wn s&Jacks a�tn ,
dia
f st e bDZeommcnads plane.
g p I s •:eng
t 11 P g brace the gable .1
R _, a � F,OA ePcd to r+dr strap ry 5�rneson !ane walls)is used to e a hl roof '
0o D Pet'stud to Plate Exposure 3" 4 perimeter sheets Interior sheets system is used you don't have to g r"
Rafter Slope Roof Span_ connection
DD-Use Simpson H 7 at Rafter and face nail RR&GJ together with( ) 16d nails. 130 mph edge 12edge 15110C block the 1st two rafter bays #
Use same connection at ceiling joist to ceiling joist lap splices. He,^ =i"c5 interior 12"OG interior 12110Cq"'� F.•r•.nk�. n+ -�
"'�" � t ro nnnom°the /'
- ----
0 - vau.+rene inn L-•-r—,=. - tkv xa_.n.o!taatr.w? Sen€5e m.of twtene•.
Roof "zm,p edge 6
r "OG edge b"OG r °
Rafter Slope __ Roof Spaninterior 6"OG Interior 12"OG eFIt
EE Use Simpson H 7 at Rafter and face nail RR&GJ together with( ) ':bd nails. I
Use same connection at ceiling Joist to ceiling joist lap splices Expg�ure^ G'perimeter sheets interior sheets "i'F"'s
'''.�r�,.f. h F.,�- wy,S tnt7ERtr,o
TYPICAL WINDOYV STRAPPING DETAIL p' ---n ✓G edge 6"OG AREANAUI,
Interior 6"OG Interior 6"OC INrratce Aaea
SNF F.lS FERIMP7Ert
NAILING
Door openings connections: ?40 rr.pI, edge 6110G edge 61,00 t 3. AREA
interior 6"OG interior 6110C
Door# size #jack studs #king studs hdr connector (simpson.) 1vp;cA1 SHEET
TYPICAL R001' SPAN # of JACKS # OF KIN65
-----__-_--_- _ .-._-.-. ------ - See actual Floor Plans for strapping,regmn'ts SHEATHING i.�ra 9.2!t PanelillOtsu*ring asaas-s Studs (210, 2-74 )
Where wind is > 130 mph use Solid blocking @ 1 st two end bays
°4 Nr of ROO"RAFTERS @ 48"OG Blocking of(2)
to receive a min A 2
Eveyc'icciestudaboe` e �d@eachendofblocking. ( 124 ) SHEATHING - �'-O„ 1
1 r i N ii ^cage :o rete:•a Si nGson HE
See oer P ar.FL r Gi^
6'
pt K;ngs Ct.;dck5 aria u•nrec.o'
strap sizes&(2;t byR E G'M N T5 2
- - -; --:'d -;�--' - '•_= ccmmen'18 is per Shad �b etto NQr Strap by Simms:n 1 O'-On - 1 1 t-Ott 4
r ,x 4a•
tc oiete WWII "-a-Ing-EYte'i0r load bearing wall 3.20G p. 121
door
121-011 - 131-01, 5
Studs Exposure B Douglas Fir#2,Fb-E50, ,600,000
~_ 4>> __ _____ ^. .,; •t 130 mph 140mph 4
- _ r. r._j ["x4 2x6 2x4 2x6
�. ; + r HURR!CANE SHUTTERS Where wind is> 130 mph use Solid blockin 1 st two end bays
5 ud ler.ath 0-0 10 0 0-0 10-0 p 9® y
# i The General Contractor is to provide the of END WALL @ 48"OG. Blocking to receive a min.of(2)ad @
p each end of blocking ( 121 )
~tads Exposure G Dougies Fir#2, Fb=850, E= 1,600,000 structure witn 1/2"GDX plywood panels w/
TYPIGAL DOOR 5TRAPPIN6 DETAIL
13.7 nigh 140mph, pre-drilled holes for fastening screws for al!
2x4, 2x6 2x4 24
10-0 10-G 10-0 ?C-0 WindOtus and Doors Panels to be
numbered and stored on site in a dry area
�� �- "„•�T Use #8 Wood Screws-2"embedment: Unauthorized alteration or addition to this plan is a
16"OG for 0'-4'-0"Panel span violation of 5ection't20q of the NYS Education Law
-.____ .. ._.. aerrorated 5heanua+l Hold,�wn Gapaur�for Exposure'5" "G" "D" (227}
~ p 10"OG for 4'-0"-6'-0"Panel span
iSl;tar�:3.21 siteathln�s�s�Plate IAtt�rrtarfre t.�nlaip 8"OG for 6'-0"-8'-C"Panel span ' Copies of this plan not bearing the Architect's red inked seal and
Wall Heig,•: Lbs. Aspect Ratio signature shall not be considered to be valid and shall not be valid
^� RIDGE CONNECTIONS Exposure"G" for construction.
(185) 5'-0" 3458# per Floor 3 1/2/ 1 "code" Use#10 Wood Screws -2"Embedment: • There shall be no master filing of this pian with any building
Ridge Connection 3824# per floor Actual L/W=115 I40 16"OG for 0'-4'-0"Panel span department and shall deem the plan to not be valid,sealed and
Ridge Correction p_ 1 ,-0" 4360 tt per floor = 2 45 <3 5 - 12"OG for 4'-0"-V-0"Panel span signed plans are good for one calendar year from the date listed
��• Strap-G520 16"
Strap CS20 6" •�' p � 9 p 9 y
z`" "'" OG OC ridge 2'-0" 5232# per floor q"OG for 6'0" 8'-0"Panel span below.
ridge vent 0 This plan is for the building lot address below and is for a one
vent
(contd) time use Dated:06/22118.
(cont.) d r" '----,Address:440 South Lane,East Marion, NY
3 p. t 4 f Max Gantiiever-load tearing
A ,.- - Non- loading bearina cant.spa" o l d d✓w ( 221 )
HURRICANE SHUTTER
TYPESpVate,sxzrn: , I GENERAL NOTES&HIGH WIND
Spacing / Sheathing tpHre
i•,irtgte tour 'too- ^ I i.
l4 0' Joist 50a-1 PEGIFICATION5
eathing 4
' ,
shthickness a r RIDGE CONNECTIONS Exposure"B" 1' Automatic Rofidown Shutters J ��T !LNO e
shcarnt 80� Nail at OG
ausrcep:atz (184) r PATINELLA .. a
face grain r Bahamian Shutters / RESIDENCE
- � i cclantaf.or+as 4 OC- (C� i Panel Bahama Shutters -f !r' ! _1:-� �
4' perimeter g = ..�_..:.. •......
nailing ( ) 16d Nail Corner Awnin shutters t
5rctionA A OVERHANG GUTLOGKERS Connectors(Gable so(fits) Storm Panel Shutters l
blocking nailing Zone at 6"OG Detail - i MAY 2 PETER T. POOLAS
- • g Plywood shutters t,
Exposure"B" 130 mph 140mph 4 t 8 2019 p ARCHITECT
H2.5A(SlmpSgh) H2.5A(SIYnp50n) 1 stud ?�
----DATE:;. G6/L2/1?j �I A ANE 90%1059.REM9ENBUR(�.NY •IaEO J
Exposure"G" 130 mph 140mph, (17P1)
112.5.A(simpson) H6(simpson)
OUTLOOKERSCALE= A5 NOTED Page 2 of 6
/ 22.•6" /
Install 1 1/4"20 gauge
galvanized strapping
SEE STRAPPING TYPICAL ROOF-. ®16"OG over
DETAIL for strapping 4 RIDGE with min.12"
bearing on each
requirements RAFTER 1-12A RR tie
TYPICAL R38 BATT 12 TYPICAL ROOF
OVERHANG �~
tx 8 Azek n 6 Arch.roof shingles
v 15#roofing felt
+
fascia with a e ..�. `_ M �� v 5/8 COX
(/
over e
alum gutters to over !
dip sty ofo m baffles plywood"nal ed to 1
'``�, Roof Rafters
H 2A ROOF RAFTER a Rl q BATT ♦ R.
``_ ,
TIES 16"OG by L`4 -- \ 1 Vented Bead board soffit
Simpson
BEDROOM #3 R15 BATT 42 2
TYPICAL WALL
REMOVE AND
b- CLOSE UP GLG HGT b FT. 8 IN.
R21 BATT b ` 3112
CEDAR SHINGLE , - N existing stairwell
SIDING in
TYVEK,112"EXT. i
�c rV
SO.SHEATH NG 2'•11"
- _ - -- ADD(1)1.75 X 1.50 LVL
5
fl Al_:f .- - _. MIGROLAM TO EACH SIDE OF
\ - UP O EXIST.GIRDER \ OIL TANK
''1 \ (3)2x8 wl(2)1'x7" 2X8 L) 2X6 WALL a
Steel Plate Flush FJ'S t,
(2)1.15 x 1.25 LVL'S to 16"OG ; STUDS 16"OG 8'-0" 9'S" 9'-0" 518"FIRE,,
N> 2X8 FJ-5 t 6"OG f` b CODED GLG
0'-9" TYPICAL �5
v
CONNECTION
ROOM parall o sbollted to the ENTRY SIL X6 MGA PLATE,
\ • ° t
DINING . _. .
ide
0 5.25 x 16.00 2.0E
PORCH SILL SEAL,518"DIA �
o R30 beam stud and box ANCHOR BOLT 30" LL 1-1 /exteriMEGH. RM.
j
� to each
O G.,COPPER KRAFT — ry 5D� �/ DOWEL INTO
TERMITE SHIELD
\ .5 X 14.25 2.0E • EXISTING FON
\ _ .;Y. `1.- 1,' PARALLAM GIRDER i \ 1 \ �•_..J \ G
ytg
- --- ,....- FAV TO EXTERIOR
- \.....r I NEW.2x8 -- ---
7, I_ -J i--J n � ---under V.
FJ's GINB req'd on I + 14'2" --"'-
Exist.2x8 Add(1)1.75 loorjoists /./ / 3 4" u stairs
0
FJ's X 7.5 LVL TO R302.13.2 —;
t ♦ HDU 4 Cor
EACH SIDE q _ I I`
° OF Exist.2x8
FJ's - I • ♦ \ • SPAG L holddcwns
♦ � r
� i CRAWL � I i I I 518 dia bolt
ACCESS
TYPICAL FDN --- --J
` L J i ''
\ WALL I I UP DOWEL INTO / 101-101, 8„
- 8"poured concrete Install 1 114"20 gauge CRAWL \ • ♦ EXISTING FON
foundation wall keyed galvanized strapping AGGE55 r �--� 4 in 2"PG RAT 8"DIA.STEEL ZIP COLUMN ON
to a 1 bx5 poured @ 16"OG over BOX n in SLAB A 2 FT.X 2FT X 1 FT.PG FTG
concrete footing, with min.12"bearing
damproofing 86 mil on each stud -----------------------J
vapor barrier 2" \
BUILDING SECTION ubredconcrete rat
r---------------F--= --
-- -�
< I I u 2x10 MGA LEDGER
I 'I __v HDU 4 Gomer
HDU 4 Corner a I I v
hoiddowns w/ - r holddowns w/ ��
i ( -- - - -C RAWL 518 dia bolt I _�
5/8 dia bolt -I b'-5"
5PAGE I I I I a Is o
Install 1 1/4"20 gauge d ( I - 2"PG RAT 5LAB
galvanized strapping I I ry
RIDGE with min. 12" 12 -------- ------- -J
SEE STRAPPING RAFTER i"� __ J
DETAIL for strapping TYPICAL ROOF
b --- \
TYPICAL requirements / Arch roof shingles
/ ------ 22 1 ------- -- ♦ - 2 G
n,; - (3)2X1 IRDER
OVERHANG Rtq BATT __ over 15#roofing felt
styrofoam R38 BATT over 5/8"COX
H 2A ROOF RAFTER baffles „f•°'" I od nailed to
TIES 16"OG by 3112 p�J0
Simpson
25; Roof Rafters
lx 8 Azek
fascia with
NEW 2x8 roof raftersw-,, o_ H2A RR tie
i,n
alongside rafters °?
alum gutters to - ♦ and extended up as
dngA ell shown z
2X8 CJ15 u~i
r;
TYPICAL WALL
` 16"OG 2X6 WALL
CEDAR SHINGLE STUDS 16"OG x
w
SIDING OVER R21 BATT TYPICAL
TYVEK,112"EXT. 4 i' CONNECTIONn
50,5HEATHING °' LIVING e'-0" 2-11
"
:o kr (2)2X6 MGA PLATE, /
ROOM PORCH SILL SEAL,519"DIA SLAB W/bXb X
10110
OFFICE ANCHOR BOLT 30" WWM
`R30 O.G.,COPPER KRAFT REMOVE A5 PITCHED TO DRAIN
TERMITE SHIE p REQUIRED
43'-6"
Ia NEW 2x8I` \ - — - 1- -- — ---- --
FJ's GWB req'd on \ - ..
Aoor)oists'Exs
FJ'st.2x8 Add(i)1.15 8302 13 2 DROP TOP OF FON WALL FOR I HDU 4 Gomer FOUNDATION PLAN
X 1.5 LVL TO
o EACH SIDE F - T m
.--. � 12FTX7FT GARAGE DOOR _ I holddowns ud
OF Exist.2x8 ----- \ I --"--------------� 15/6 dia bolt 56ALE: 1/4"= 1'-0"
FJ's \ t ------------------J
TYPICAL FON. / 2'-0"/ 121-0"
b"poured concrete Install 1 1/4"20 gauge / / 76,_0„ /
foundation well keyed galvanized strapping
to a 16x8 poured ®16"OG over BOX
concrete footing, with min.12"bearing 10/11/18 REVISION:
damproofing&6 mil on each stud
vapor barrier 2" '-"�'� "` 15T&2ND FLOORS FOUNDATION PLAN,SECTIONS
t
poured concrete rat 2X6 EXT.WALLS `
BUILDING SECTION BB slab q'-o"HEIGHT
PATINELLA RESIDENCE
MAY 2 8 209
PETER T. POOLAS
ARCHITECT \�
,BOX 1058,REMSENBUR6,NY 11%0 631-925-0929
DATE 06122!18/ 10/11116 440 SOUTH LANE, 3
SCALE:AS NOTED EAST MARION,NY Page 3 of 6
/ 42'-10"
/ 1T-2" .. / 25,•6„ /
7,_5,. , 5'1,. / AA
\ \ \ (3)CX135(EGRESS)Kb 9/16"X 3/4" (3)CX135(EGRE5S)"15 9116"X 3/4"
TW1846-DHP31046-TW1546 I LVL JOINING MATERIAL LVL JOINING MATERIAL
MULLED UNIT W/V NOTCH o=
V GUSSET PLATES 0 3.5 X 9.25 2.OE PARALLAM
3.5 X 9.25 2.OE PARALLAM
z o pp I 16'-0" --// 4'-11" 10'_4„ N `
n> 2 o P X f--= z
o N o o U_ ` Q <
F X a F_ a O \_ 2468 o GL
n FAMILY I I Qua m W v
n o - PLATE HGT-9'-O" ATTIC BDRM
a ` ROOM W? °° * @' ^ BDRM As l ea'p #3 d ry \
E� f� 0a x— a ° #2 so
GL �� a
2 ab stud, (3)@ 1.'75 x24"LVL's -' 7,0
ry 5D
(CC)beams OR (BB d 0 2468 1
G channel steel 5 25 x 11.55 2.0E Parallam HDR _
j �`^ ry b ft vanity w! �
beam G15 x33.9 i \ linen storage
3 5 x 9.25 2.0E Parallam HDR fl _ ALL SMOKE ry
U_ FWG6068 FWG6068 FWG6068 ry
(3)1.75 x 24"LVLS-SEE DETAIL _ ____— mss__—,—__ PGKT S
�, 68 CO p DETECTORS AN BE
--_ U I �4 HARpWIRED AND
\ \ o
__-- ! � i^ c- \ INTERGONNEGTED
2nd h , I � -
outs de wall `' 1 ° o U u RAILING 2668
BATH
/ V ry IL
m \_
' V 3.�•, 11._8..
v \ m / GL
E
10'-4"
\ ma C4 KITCHEN 2x6 stud 4ftx4ft 3ftx5fttub�
shower u,!
a x� v w uall seat 2'4" 468 v
A P'
_ •D rU � i K� I I 1 I Q.' ry' y2 __
ry '�
° v r \ DINING n c, A21 A21 A21 A21 A21 A21 A21
1 t7 = EXISTING RIDGE
v BEARING WALL ABOVE
HEADER
PLATE HEIGHT 9'-0" v , NOTE: ALL EXTERIOR DD 2)2X12 HOR BOTTOM SET OFF OF DOOR
2x6 stud E��g O °_ !HALLS ARE 2X6 FOR STAIRWELL HEAD
wall
g
m q °Q -' STUD5 16" OG HEIGHT-SEE DETAIL DD
; Y IT\ �;I •-
9 4 - —1 4'-11" '2668 2X8 FJ (3)2X8 W/(2)1"X?"STEEL p ry LIVING ryu `' / b'-0" / 2'-9" 3'-11" / 3'-10" / b'2" / 3'S" 3'-b" / 2'4" /
f'
BATH 2 ---' II ��
'1 46"ref ' PANTRY 1' FLITCH PLATE FLUSH - v 1
INSUL. FULL HEIGHT WALL TO
BREAK RR•5 SPAN \ i O
0 12,3„ 208 / n
6 14. 1,: I r =
10'8° 5EGOND FLOOR PLAN 5GALE: 1/4" 1'-0"
In (2)2X i 0 HDR
OC (2)2X3 FJ 16"OG - \
_ - 2nd floor0'-4" !i 2068 2069 1 2xb stud z
GL I \ 2668 2'•5" wall O
U) i E 2068 1 outside wall / / i \ U' o
(2)2X12
1 a I CL OFFICE
I I 5.25 X 16.0 2.OE PARALLAM HDR
1,1 0 2nd ROOr \ 2068 % 1 I ATTACH/BOLT TO EXTERIOR
'r ry m Outside wall \ UP j SIDE OF WALL
v x BDRM \\' '�� i i' 2x6 stud o
x �, j o:_q„ ENTRY wall w�
# 2068 X (cath) 3068 11 o
m w x (DD; INSUL li (2)2X10 HDR
_,-2x8 RR 16"OG-_ _ r': (2)2X8 FLUSH
0
2"GJ 16"OG
SD / - i i =' v n TW24410 TW24410
SID �o��� o s p - W/4 9/16"X 314"LVL �\ �'� ---. NOTE:THIS DETAIL -SHEATHING
L 3068 1 I` Z! J JOINING MATERIAL
GO p KNEE WALL UP TO 15 APPLICABLE SIDING
nl
�'
_o[ 3 v BREAK RR's SPAN WHERE FJ5 ARE y'` ,
m _ _ - FLASHING FOR
T7- d� O i PARALLEL TO DJ5 �WATERTIGHTNE55
I � d0 2X6
2x6 stud
2468 286Wt ;wall PORCH 'D _ DECKING
STtGK .y=d i . APPROVED J015T
IIryHAN R-4" qj_3" t�`� j 7MIN/ I RDANGE WITH TAB E
� SGFD r _ ZX LEDGER WITH fA5TENERS
\\ I >O 3.5 X 9.25 2 OE PARALLAM HDR i RSO 1.2 L
- ♦ \ -
y •
HOLDD
EVICE MIN.
o �— -- --------�—-- �- 2x10 FLOOR JOIST CAPAACttATD4 LOCATIONS EVENLY
518"Rrecoded GWS LD
2x8 RR 16"OG LG
Hlp ROOF DISTRIBUTED ALONG DECK AND
On wa115&Gelling as - `� ONE WITHIN 24"OF EACH END OF
m required / 10"X 10"PORCH THE LEDGER HOLDDOWN DEVICES
2Xb SHALL FULLY ENGAGE DECK J015T
� 2x6 stud WRAPS AROUND 4"X6"
PER HOLDDOWN MANUFACTURER
wall MGA POSTS
A FULLY THREADED 318"DIA LAG
\ I 15 4 I SCREW PREDRILLED HUMIN.3"
PENETRATION TO CENTER OF T01
1 PLATE,STUDS,OR HEADER
4 DA FIGURE R501.2.3(2)
"v GARAGE DECK ATTACHMENT FOR
LATERAL LOADS
\ 2X6 RR 16"06 p `a
2X8 GJ 16"OG h I
U I
I ° :
O
O I
\ z K
m pp
I ry
'P 4
3.5 x 9.5 2 OE Parallam HDR r""
z -- -- - \ 10/11/18 REVISION:
\ \ \ \ 12 FT x 7 FT OVERHEAD DOOR 1ST&2ND FLOORS FIRST AND SECOND FLOOR PLANS! SOMAS ^�
2X6 EXT.WALLS �r
9'-0"HE IGHT pATINELLA RESIDENCE
/ 9'•2" / 16'_0" � 2'-11" / 21,_5„ / I t
I
Pv� '
�Y 2 8 2019 PETER T. PODLA5 �'' o
�.
ARCHITECT
BOX 1056,RFM51!NBURG,NY 11460 631.525.0909
F I R5T FLOOR PLAN 5GALE: 1/411 = 1'-011
DATE 06/22/18/ 10/11/18
---•- _ 440 SOUTH LANE,
SCALE:AS NOTED EAST MARION,NY
Page 4 of 6
Install 1 1/4"20 gauge
galvanized strapping
SEE STRAPPING TYPICAL ROOF SEE STRAPPING TYPICAL ROOF @ 16"OG over
DETAIL for strapping /, DETAIL for strapping
< RIDGE with min.12" \
requirements requirements bearing on each
RAFTER H2A RR tie
TYPICAL R38 BATT TYPICAL R38 BATT ` 12
OVERHANG OVERHANG TYPICAL ROOF
1x 8 Azekfascia with - Arch roof shingles
� ., / - --.._ _ over 15#rooflng felt
fascia with �.` ..,
alum utters to ------- - - - alum utters to over 5/8"COX
g g of p od nailed to
dn}uell .h styrofoam baffles dryuell _..i styrofoam baffles
Roof
R19 BATT :1R19 BATT R13 BA
TT
\ a• b ' ,' $a Y• H 2A ROOF RAFTER \ TIES ROOF - / n d board offlt
L t Vented Bea B
'I
by
TIES
Z 5lmpson oG t�. 5lmpson !
BEDROOM #2 0 _ 9.0
R15 BATT
~ \ •+. , S& �` BEDRM (2)2x12hdr
�? TYPICAL WALL
{ c`S �,c, 2x8 RR's 16"OG ^I ° #2 cj ° \r'.t`,;'%j;� 4 3/ 12 SHED/
_ c J P21 BATT 4'V' 2X8
PORCH roof
CEDAR SHINGLE r rtz
�jJ SIDING OVER n _ � �� {
01 P �. AfG `Qp i ;yer l TYVEK, 1/2"EXT. t; r 16"OG t7
' Ate- ^�, ,.
( [� REFRAME EXIST. BD SHEATHING �."_ - _ at z. -. 1•y =z r4
f • 1 4
HOUSE W, X iu c, s
.� ... HO 5 2 6 �'� Ad i - 1
YVALL5 Vol42A' bolted Into 2wall studs lag d(11 1.T5 s l +te;
e' :;•; 2x6 r
d'S and box beam OR kNALL TYPICAL
LP 1 'y � ' 2x6 WALL KITCHEN x725 LVL y ul — 5TUD5 CONNECTION
' `� G channel steel beam to each side (2)1 5 x 1.25 LVL'S to
161,OC
615 x33.9 of.��}) 5unroom jy�.W 2X8 FJ'S 16"OG f• (2)2X6 MGA PLATE,
FAMILY 2Xb FT5 4 Add(1)1.75 _ �t � 51LL SEAL,518"DIA
tti;. v
,pp °? �;:;:},t:':;j;;:;(. 16"OG - See Hall 4 ANCHOR BOLT 30"
{� 9'.•';:;:: F'` 4 :. remove wall as shown X 1 5 LVL TO a
:•
A detail GG KITCHEN EACH SIDE Stairwell O.G ,COPPER KRAFT
OF Exist.2x8 Lnd
TERMITE SHIELD
Install 1 1/4"20 gauge
Lam•• � ''t'�?: ''.1•� I{ / v �
Sh o Rao ' gal strapping galvanized s
16"OG over
Baring
with min 12"b
on each stud
VM ss �,- �— NEW.2x8 -- u. - - -- -- t- ---- - -
�,q Exist 2x8 GNB req'd on Exist.2x8 l— FJ's
R302 ti3 2 �Y o
FJ's ) FJ's
Zo
(1)3.5X - --- - \
9,252.0E
Y t° Parallam TYPICAL FON.
WALL
�•,,, �r,< ,�! .-- --- .. ..- -- -- -- --- --..-. . - - - -- ------ - ..-_.. 8"pouted concrete
.0•4 c� x u -^� foundation wall keyed
'9a�� x ' / •� --- --- -- -- to a 16x8 poured
concrete footing,
x� �, � �:, BUILDING 5ECTION GG VaporbaRne 2bmli
inn
poured concrete rat
BUILDING 5ECTION DD slab
PLOT PLAN NT5
5tormwater Drainage Calculations nc_/11�
(House & Garage)
2�e 1=t or z Fut-,L, H&I
� Install 1 1/4"20 uage
ALL gutters & leaders connected to L.P. s galvanized strapping @ 16"
2502 5F x .161 x 1 .0 = 415 CU FT OG over RIDGE
with min. 12"bearing on each � ,
1 10' dia x 4'-0 dee = 213 CU FT RAFTER. ----__---_� __ - 11
r i I
Use (2) 10'-0 dia x 4'-0 deep leaching pools 7 S
! 4I
I ' t
Install Simpson H2A� � I, I �
RAFTER to STUD tie,
161,OC1.
- Simpson Post Gap
i
to header -�
,
,
(2)1."15X11.55 LVL HDR r' bxb MGA ost inside �— SECOND I _ _
J
p Install 1 114"20 gunge `— - --"- y 1
-- T FLOOR
.�-, --- permacast column galvanized strapping @ 16" —
OG over 2nd A, box - �_- — - -- --- —
with min. 12"bearing on each
stud.
F
I. I leader
t I. to
i --— --- ----- ------- - - - - - --- -
t dn�well
---Deckin
H2A
----MGA Deck Joist
- L_ FIR5T FLOOR
_5impson ABWbbZ _
bxb post base Install 1 1/4"20 guage
p Install 5/8"din.anchor bolt ui/ 10/11/18 REVISION: FIRST AND SECOND FLOOR PLAN
galvanized strapping Q 16"OG
2"x2"x311 b"slotted washer 15T 8 2ND FLOORS STRUCTURAL ONLY {0 AN y
under double sill plate I with mn.7 embedment. 2X6 EXT.V4ALL5 a ifFc
F dia. concrete filled with min, 12"bearing on each - MAS.0 J
- T- .. _.., .. HT
�---- sono tube - rebar to Stud Q °
9'-0"HEIG
1 b"x1 b��XB�� poured PATINELLA RESIDENCE W r
g 5trapping - RIDGE to
cont. footing - - --
M AY 2 8 2019 k. do
FOUNDATION PETER T. PODLAS fT ' t1
ARCHITECT r qlr
- T TO PIER� �E TA I�
BOX 1055 RE WSENBURb.NY 17960 631.325-0929
PORCH P05
DATE 06/22/18/'10/11/18
- 440 SOUTH LANE,
SCALE:AS NOTED EAST MARION,NY
Page 5 of 6
ARCHITECTURAL ROOF
5HINGLES
12
6
fTF
'FM l I -^ rlI I ! ! -AN21�1j
LTJ , A21 I' + A21 'I �� A21 III =A21 I it A21 , ��
'I
—_ —
12 12 12
C? / 3 2.5
6 12 I I r _
- — -- - - —- - - - - ------
-
I
RED
1(I Ir
!\•iIF�f✓11�',r�, --
'�"•�', ! IfI I 14
vCEDAR GXW \TW-- 184'6,i,Ii•\I DHP3�
10461TW
184l64HINALES 1411
FWH29111 !MULLED I
III
fj
UNIT WI V NOTCH
L1924 OVL1824! _� 1 � — I-y I I i!GUSSET PLATES
O`✓ I I
12FT X 1FT OVERHEAD DOOR • I
EXI5TING —
_ BRICK PATIO
I
I
FRONT ELEVATION 56ALE: 1/4" = 1'-0"
RIGHT SIDE ELEVATION 5GALE: 14" = 1 '-0"
\ 12
�- ARCHITECTURAL - ------ -------------- --- ------ --- — — ------
_ _ ROOF SHINGLES
!t�'I11 I•(3)AN281 �
1'!
ARCHITECTURAL � ! \d dI� (3)GX1-3� l �II35 I
ROOF SHINGLES I I� II
GX235 i
-
----------------------
— - -----
II
— _
i_ 1 �'', j A31 -i! I
i\�
GN235 r-- — !1
is -3 �`— _- I
TW1846-DHP31046-TW 1846 h'� � I I 'TW1646-DHP31046-TW1846 I!TW1846-0HP31046-TW184b I,
MULLED UNIT WI V NOTCH I, 111 j`\ ;i ! !, GW25 I I FW56068 j FWG6068 FWGbObB MULLED UNIT K V NOTCH I I MULLED UNIT W/V NOTCH
GUSSET PLATES
j ----------- GUSSET PLATES N I I GU55ET PLATES I !
\,-+ » I J'��� I I I I I Iill L
it\l�I�I�LJ• I l�Ji 1
EXISTING BRICK PATIO
LEFT 51DE ELEVATION 5GALE: 1/4" = 1'-0" REAR ELEVATION 5GALE: 1/4" = V-0"
10/11/18 REV15ION:
ELEVATION5 9 FT/9 FT 1155T6 EN DFLFLOL5RS ELEVATION 5
9'-0"HEIGHT
PATINELLA RESIDENCE "' r- `
25
i PETER T. POOLA5 r441F0 a
PAY Z $ 2019 p: ARCHITECT
i I � gOX 1756,REMSENgUR6.NY 11960 631.525-042° '
DATE 06/22118 J 10/11/18 J� G
440 SOUTH LANE, j'�(,
SCALE:A5 NOTED EAST MARION,NY
Page 6 of 6