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BOARD MEMBERS
Leslie Kanes Weisman, Chairperson
Patricia Acampora
Eric Dantes
Robert Lehnert, Jr.
Nicholas Planamento
http://southoldtownny.gov
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 • Fax (631) 765-9064
Southold Town Hall
53095 Main Road • P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex /First Floor,
54375 Main Road (at Youngs Avenue)
FINDINGS, DELIBERATIONS AND DETERMINA
MEETING OF FEBRUARY 20, 2020
ZBA FILE: #7373
NAME OF APPLICANT: Kendall Todd
PROPERTY LOCATION: 670 Bayview Drive, (Adj. to Spring Pond) East Marion, NY SCTM#1000-37-5-3
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated December 12, 2019 stating that this application is considered a matter for local determination as there
appears to be no significant county -wide or inter -community impact.
LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated January 23, 2020. Based upon the information
provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records
available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards
and therefore is CONSISTENT with the LWRP. This determination was made based on the following:
1. The footprint of the demolished structure will not be expanded supporting community character.
2. The proposed new single-family residence is not located within a mapped FEMA flood zone or discordant
with the surrounding community character.
3. A Board of Trustees Wetland Permit (No. 7853) required a non -turf buffer to protect the wetland.
Due to the high residential density in the area, undersized lot and close proximity to surface waters; in the event the
action is approved, it is recommended that the Board require the installation of a I/A OWTS and compliance with
Chapter 236 Stormwater Management to further Policy 6. Protect and restore the quality and function of the Town
of Southold's ecosystem.
PROPERTY FACTS/DESCRIPTION: The subject, non -conforming 12,336 square feet, , irregular-shaped
waterfront parcel located in the R-40 Zoning District measures 76.88 feet between tie lines along a curve in
Bayview Drive, runs south 128.37 feet along a residentially developed lot to the east, then follows a wooden
bulkhead at Spring Pond (Peconic Bay) 22.99 feet west. The parcel continues 22.82 feet, 28.92 feet, and 64.69 feet
along the same body of water and returns 120.96 feet running north along a second residentially developed lot to
the west. The parcel is developed with a one and one half story wood -frame residential structure with attached
Page 2, February 20, 2020
#7373, Kendall
SCTM No. 1000-37-5-3
wood deck and trellis over part of it, a driveway, loose slate walk -way to and over a concrete and wood retaining
wall leading to a non -turf buffer at the wood bulk -head with a ramp and floating dock, as shown on the survey
prepared by Paul Barylski, Licensed Land Surveyor, and last revised July 24, 2019.
BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building
Inspector's November 6, 2019 Notice of Disapproval based on an application for a permit to demolish an existing
dwelling and construct a single family dwelling at, 1) located less than the code required front yard setback of 35
feet); 2) located less than the code required rear yard setback of 35 feet; located at 670 Bayview Drive, (Adj. to
Spring Pond) East Marion, NY. SCTM# 1000-3 7-5-3.
RELIEF REQUESTED: The applicant requests variances to demolish an existing single-family residence built
prior to zoning, with less than code conforming minimum front yard and rear yard setbacks, and to construct a new,
two-story, single-family residence maintaining the existing wood deck and using the previous foundation's location
measuring approximately 36 feet by 51.6 feet with a front yard setback of 32.4 feet where the code requires a
minimum front yard setback of 35 feet and a rear yard setback of 34.7 feet where the code requires a minimum rear
yard setback of 35 feet.
AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity
with the code. The applicant on February 12, 2020 submitted a plan, prepared by Luigi Pascarella, P.E., dated
February 11, 2020, increasing the rear yard setback to 35 feet, removing the need for a second variance, and
bringing the plan into more conformity with the code.
ADDITIONAL INFORMATION: No immediate neighbor or member of the public spoke in favor of or against
this application. However, an email was received prior to the public hearing from a neighbor supporting the
application who requested that the applicant address parking of cars and the storage of boats on site. A New York
State Department of Environmental Conservation Letter of No Jurisdiction Tidal Wetlands Act is included in the
application and dated November 15, 2019. Town of Southold Trustees' public hearing is pending the Town of
Southold Zoning Board of Appeals application. The applicant stated their willingness to install a new Suffolk
County approved Innovative and Alternative (UA) sanitary system. The subject property is not located in a flood
zone.
FINDINGS OF FACT/ REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on February 6, 2020 at which time written
and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property
and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
1. Town Law $267-b(3)(b)(1). Grant of the variance as amended will not produce an undesirable change in the
character of the neighborhood or a detriment to nearby properties. Gardiner's Bay Estates is a private, bayfront
community consisting of residential lots developed in the mid -20th Century on small, irregular-shaped parcels
accessed by narrow country lanes nestled in a hilly, woodland setting bordering tidal wetlands, creeks and a sandy
beachfront. Many of the neighborhood homes have undergone substantial renovation taking advantage of views
and access to association amenities. Grant of the variance 2.6 feet less than the required minimum front yard
setback of 35 feet will not produce an undesirable change in the character of the neighborhood or a detriment to
nearby properties since the reduction is barely discernable to passersby and the general public. This hardship is
offset by the fact that the lot is previously developed at this setback and the topography slopes southward towards
Spring Pond.
2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for
the applicant to pursue, other than an area variance. The applicant can follow current zoning and meet the
Page 3, February 20, 2020
#7373, Kendall
SCTM No. 1000-37-5-3
minimum front yard setback of 35 feet; however, there is an existing foundation, for a house that has stood for over
fifty years, which the applicant proposes to follow.
3. Town Law 4267-b(3)(b)(3). The variance as amended herein is not mathematically substantial, representing
7.4% relief from the code. Additionally, given the natural terrain of the site, existing landscaping and the previous
existence of a single-family residence, any impact on the neighborhood will be mitigated and not discernable from
the road.
4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law &267-b. Grant of the requested relief as amended is the minimum action necessary and adequate to
enable the applicant to enjoy the benefit of a new, wood -frame residence measuring approximately 36 feet by 51.6
feet including an existing wood deck 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 267-13, motion was offered by Member Planamento, seconded by Member Lehnert, and duly
carried, to
DENY the variances as applied for and GRANT THE RELIEF AS AMENDED, as shown on the Plot Plan
prepared by Luigi Pascarella, P.E., PLLC, and dated February 11, 2020, and the Engineer's Drawings labeled T-
100, T-101, T-102, T-103, A-101 through A-106, A-201, A-202, A-301, A-302 as prepared by Luigi Pascarella,
P.E., PLLC, and dated October 9, 2019.
SUBJECT TO THE FOLLOWING CONDITIONS:
1. The Applicant shall receive approval from the Town of Southold Board of Trustees.
2. The applicant shall install an Innovative and Alternative Wastewater Treatment System approved
by Suffolk County Board of Health.
3. The existing attached wood deck is to remain open to the sky above.
4. Vehicular parking for residents and guests shall be provided for on the subject property.
5. No storage of boats, trailers and/or non -registered equipment may be kept on site.
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and
filing, two sets of the final building plans (engineer's drawings) conforming to the amended relief granted herein.
The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this
procedure may result in the delay or denial of a building permit, and may require a new application and public
hearing before the Zoning Board of Appeals. In the event that this is an approval subject to conditions, the
approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply
therewith will render this approval null and void.
Page 4, February 20, 2020
#7373, Kendall
SCTM No. 1000-37-5-3
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three
(3) years from the date such variance was granted. The Board of Appeals may, upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one
(1) year terms.
Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento and Lehnert (4-0) (Member
Acampora Absent)
i�YLo„
Leslie Kanes Weisman, Chairperson
Approved for filing -� /,,-,?U / 2020
r
BOARD MEMBERS $® Southold Town Hall
Leslie Kanes Weisman, Chairperson ®��®� U��®l 53095 Main Road • P.O. Box 1179
Patricia Acampora ® Southold,NY 11971-0959
Eric Dantes Office Location:
Robert Lehnert,Jr. cep ac Town Annex/First Floor
Nicholas Planamento ® �� 54375 Main Road(at Youngs Avenue)
00 N% Southold,NY 11971
http://southoldtownny.gov
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809
EXTENSION DETERMINATION
One Year Extension
Regular Meeting of July 6, 2023
ZBA FILE: #7373
NAME OF APPLICANT: Kendall Todd
PROPERTY LOCATION: 670 Bayview Drive,(Adj.to Spring Pond)East Marion,NY
SCTM#1000-3 7-5-3
BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's
November 6, 2019 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and
construct a single family dwelling at, 1) located less than the code required front yard setback of 35 feet); 2) located
less than the code required rear yard setback of 35 feet; located at 670 Bayview Drive, (Adj. to Spring Pond) East
Marion,NY. SCTM#1000-3 7-5-3.
AMENDED APPLICATION: During the hearing,the applicant was asked to bring the plan into more conformity with
the code. The applicant on February 12,2020 submitted a plan,prepared by Luigi Pascarella,P.E.,dated February 11,
2020, increasing the rear yard setback to 35 feet, removing the need for a second variance, and bringing the plan into
more conformity with the code.
DATE OF PUBLIC HEARING: February 6, 2020
This request for a variance was originally Denied as applied, and Granted Alternative Relief as Amended with
conditions on February 20, 2020 as shown on the Engineered Plans prepared by Luigi Pascarella dated October 9,
2019. In a letter dated June 29, 2023,Kendall Todd requested a one-year extension of the Variance Relief, explaining
that he had experienced delays by the Suffolk County Department of Health Services for final approval of the septic
system.
RESOLUTION OF THE BOARD: A motion was offered by Member Weisman(Chairperson), seconded by Member
Acampora,and duly carried, to
GRANT, the applicant's request that the above cited determination be extended for a one-year period beginning
February 20,2023 and to expire on February 20,2024 per Chapter 280-146 of the Code of the Town of Southold.
Vote Board: Ayes: Members Weisman(Chairperson), Dantes, Acampora,Planamento and Lehnert. (5-0)
slie Kanes Weisman, Chairperson
Approved for filing /j /J� /2023
RECEIVED
Kendall Todd JUN''�g2023
670 Bayview Drive loar-cr
East Marion, ny 11939
201-852-8488
6/29/2023
To: Southold Zoning Board
I am writing to request an extension on my permit dated 2/26/2020. Our
home has been completed and have scheduled the building department for
final inspection on 7/11/2023. 1 found out today our Zoning Board permit has
expired. This was due to extensive delays by the Suffolk County Health
Department. We just received the final approval on the septic system. It took
almost a year and a half. This approval was necessary to schedule with the
building department for inspection. Your prompt attention to this matter is
greatly appreciated.
Kendall Todd
C� ( o yAgeu vin vi
627
0 7P� �
GRAVEL DRIVEWAY
W/BELG BLK. CURB
LOT 116
N 66"49'50"W
64.69'
2p.3.
LOT 115
j�yY
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S 66°39'00"E
7 6.88'
auk o00'1'�
6qo
N 17°00' 18"W
28.92'
N 87'57'53"W
22.82'
SPRING POND
PLOT PLAN
SCALE: 1 "= 30-0"
N E
242,'
OD DECk
M
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15.7'
EXTENDED
PORCH
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PROP.
2ND STY
ADD.
PROP.
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DECK
LOT 114
w000�i
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PILE
PILE
60 X 20
FLOATING
DOCK
POLE
LOT 113
rl
NON—TURF
BUFFER AREA
A�
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S 63'39'27"W
22.99'
�31�
RECEIVED
FEB I. X020
Zoning Board Of Appeals
TODD RESIDENCE
670 BAYVIEW AVENUE
EAST MARION, NY 11939
SCTM No. 1000-37-5-3
l
F�
BUILDING HEIGHT (ST❑RIES)
2
BUILDING HEIGHT(FEET)
25'
DEPTH OF FRONT YARD (FEET)
32.4'
DEPTH OF REAR YARD (FEET)
35.0'
SIDE YARDS (NUMBER)
2
SIDE YARD INTERI❑R LOT (ONE YARD WIDTH)
15.7'
SIDE YARD INTERIOR LOT (COMBINED WIDTH OF YARDS)
36'
LOT GROSS AREA
12,236 SF (0.28 ACRES)
LOT DEPTH (FEET)
120.96'
LOT WIDTH (FEET)
76.88'
PERCENT OF LOT COVERED BY BUILDING
14.21%
FINAL MAP
REVIEW ED BY ZBA
SEE DECISION # -`�
DATE—D—C21— f ,--
THESE PLANSAREAN
INSTRUMENT OF SERVICE
AND ARE THE PROPERTY
OF THE ENGINEEFL
ALTERATION OR ADDITION
TO THESE PLANS IS A
VIOLATION OF SECTION
7209 OF THE NEW YORK
STATE EDUCATION LAW.
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List of Drawin; s:
T-100
COVER / PLOT PLAN
T-101
NOTES
T-102
NOTES
T-103
NOTES
A-101
LOWER LEVEL AND FIRST FLOOR REMOVAL
PLAN
A-102
SECOND FLOOR REMOVAL PLAN
A-103
LOWER LEVEL CONSTRUCTION PLAN
A-104
FIRST FLOOR CONSTRUCTION PLAN
A-105
SECOND FLOOR CONSTRUCTION PLAN
A-106
ROOF CONSTRUCTION PLAN
A-200
REMOVAL ELEVATIONS
A-201
PROPOSED ELEVATIONS
A-202
PROPOSED ELEVATIONS
A-301
BUILDING SECTIONS
A-302
BUILDING SECTION
EN -101
ENERGY CODE COMPLIANCE
STUD TO PLATE
JOIST HANGER FOR LTP4 OR WRAP COIL STRAP
WOOD WEB INSTALLATION FROM STUD TO UNDER SILL PLATE.
NOTE:
UPLIFT: 575 I .Rc
LATERAL: FI
LATERAL: F2
Two — —
H2A Simpson Strong -Tie
H2A
RAFTER TO DOUBLE TOP PLATE
AND ALL VALLEY CONNECTIONS
SIMPSON STRONG -TIE (H2A)
H2A INSTALL cr;,i? 16" O.C.
ROOF FRAMIN
JACK AND KING STUDS TO BE STRAPPED
WITH 1 1/4" 20 GA. GALV STRAPPING. 12" -
MIN. ON STUD FULL BEARING ON HEADER
1 1/4" 20 GA. GALV STRAPPING
12" MIN. ON STUD
RECEIVED
NOV 12 2019
Zoning Board Of Appeals
DOUBLE TOP PLATES Simpson Strong -Tie H2A
HEADER -WIDTH VARIES
HEADERSTUDS FULL LENGTH WALL STUD
NOTE:
UPLIFT CONNECTION IS REQUIRED AT EACH
END OF HEADER AND AT BOTTOM OF
HEADER STUDS IN ADDITION TO
CONNECTORS AT WALL STUDS, AND AT TOP
NO UPLIFT
CONNECTOR REO RED AND BOTTOM OF CRIPPLES
TYPICAL FRAMING AND UPLIFT
NOTE:
RIDGE CLIPS (LSTA18):
ALLOWABLE ASD TENSION LOADS
\ - 1160 LBS. USE FOURTEEN (14) IOD
NAILS
Simpson Strong -Tie
LSTA18
RIDGE STRAP TIE
SIMPSON STRONG -TIE (LSTA18)
LSTA STRAP TIE INSTALL a 16" O.C.
Simpson Strong -Tie
LTB40
JOIST TO JOIST
SIMPSON STRONG -TIE (LTB40)
INSTALL AS SHOWN
3" MINIMUM
SIDECOVER
CONNECTIONS FOR OPENINGS
Simpson Strong -Tie
HCP
HIP CORNER PLATE
SIMPSON STRONG -TIE (HCP)
HCP2- 2X MEMBER SIZE
HCP4- 4X MEMBER SIZE
1" STANDOFF
SATISFIES CODE
REQUIREMENTS
POST TO CONC. FOOTING
SIMPSON STRONG -TIE
CBSQ44
pson Strong -Tie
7B
HOLD DOWN DETAIL
SIMPSON HD7B
TENSION LOAD: 6645 LBS
PROVIDE FOURTEEN 1-'
(14) IOD NAILS LP
TYPICAL FLOOR TO FLOOR CONNECTIONS
SIMPSON STRONG -TIE (MTS16, A35F, LSTA, 413P)
USE BOTH MTS 16 AND A35F INSTALL a 16' O.C.
POST TO GIRDER
SIMPSON STRONG -TIE (CC)
CC INSTALL @ 16" O.C.
LOT 116
JOIST HANGER FOR
2 X INSTALLATION
�q IlV
-4
Vff'
Gl�� ♦y'
pq°� S 66'39'00"E
GRAVEL DRIVEWA10
YF b76.88'
W/BELG. BLK. CURB ♦k'
TIE LINES
ALONG HWM.
N 66'49'50"W
64.69'
bb
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LOT 115
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PROP.
2ND STY
ADD.
PROP.
2ND STY
DECK
N 17'00'18"W
28.92'
N 87'57'53"W
22.82'
SPRING POND
N
,yk
1
POLE
241'
T
NON -TURF
BUFFER AREA
/ O
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PILE S 63'39'27"W
6.0 x 20 22.99'
FLOATING
DOCK
PLOT PLAN
SCALE: 1"=30.0'
Abreviations:
A.F.F. ABOVE FINISHED FLOOR
CFM CUBIC FEET PER MINUTE
C.I. CAST IRON
CMU CONCRETE MASONRY UNIT
C.O. CLEAN OUT
COL. COLUMN
CONC. CONCRETE
CL CENTER LINE
DL DEAD LOAD
DN DOWN
DR DOOR
DBL DOUBLE
DWG. DRAWING
DWR DRAWER
EHCI EXTRA HEAVY CAST IRON
EL. ELEVATION
ELEC. ELECTICAL, ELECTRIC
EXP. JT. EXPANSION JOINT
EXT. EXTERIOR, EXTERNAL
FAB. FABRICATED
F.B.O. FURNISHED BY OWNER
FIN. FINISH
FXTR. FIXTURE
FL. FLOOR
FLUOR. FLUORESCENT
FDN. FOUNDATION
FT. FOOT, FEET
FTG. FOOTING
G.C. GENERAL CONTRACTOR
GL GLASS
G.W.B. GYPSUM BOARD
H/C HANDICAPPED
HD. WD. HARDWOOD
HM HOLLOW METAL
HVAC HEATING/ VENTILATING/
AIR CONDITIONING
LB. POUND
LL LIVE LOAD
LT. LIGHT
L. LENGTH/LONG
MIN. MINIMUM
MISC. MISCELLANEOUS
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
LOT 113
FINAL MAP
REVIEWED BY ZBA
SEE DECISION #
D aTFD 1
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OPNG OPENING
OZ OUNCE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PC PIECE
PERP PERPENDICULAR
PIL PILASTER
PL PLATE
P/L PROPERTY LINE
PLASPLASTER
PLYWD PLYWOOD
PROP PROPERTY
PRCST PRECAST
PREFAB PREFABRICATED
PT POINT
PTN PARTITION
QTY QUANTITY
R RISER
RA RETURN AIR
RAD RADIUS
REQ'D. REQUIRED
REV REVERSE, REVISION
RH RIGHT HAND
RO ROUGH OPENING
ROW RIGHT OF WAY
REINF. REINFORCE, REINFORCING
SECT SECTION
MOD. SPECIFICATION
TBD To be Determined
T&G TONGUE AND GROOVE
TYP. TYPICAL
UL Underwriter's Laboratory
VIF VERIFY IN FIELD
W/ WITH
WC WATER CLOSET
WD WOOD
W/O WITHOUT
WWF WELDED WIRE FABRIC
General Requirements of the Residential Code of New York State
The below listed Chapters, Sections or Appendixes are only part of the Residential Code of New
York State. Please refer to the Residential Code of New York State - 2015 for any Chapters,
Section, Appendixes or Exceptions, in whole or in part, that are not Noted.
Unless otherwise expressly stated the words, terms, tables and figures listed within these construction
notes can be found within the Residential Code of New York State - 2015.
CHAPTER 3 - BUILDING PLANNING
Section R301 - Design Criteria
R301.1 Design - Building and structures, and all parts there of, shall be constructed to safely support
all loads, including dead loads, live loads, roof loads, flood loads, snow loads, wind loads and seismic
loads as prescribed by the Residential Code of New York State - 2015.
TABLE R301.2(1)
(see Table 3.4A)
(see Table 3AA)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
Ceiling Joist to Top Plate (Toe -nailed)
SUBJECT TO DAMAGE FROM
(see Table 3.4A)
per joist
ICE SHIELD
(see Table 3.9A)
(see Table 3.9A)
GROUND ` m4r, ! SEIS1,11C
Ceiling Joist Laps Over Partitions (Face -nailed)
WINTER
(see Table 3.9A)
UNDER•i
Collar Tie to Rafter (Face -nailed)
(see Table 3.6A)
! SNOWLOAD' SPEED' DESIGN I Frost line
ICATEGORY1Weather,ng"i
I
DESIGN
2- 8d
LAYMENT
FLOOD
AIR FREEZING '
(mph)
Termite' Decay°
TEMP'
Band Joist to Sill or Top Plate (Toe -nailed)
REQUIRED'_
HAZARDS"
per foot
Ydepth'
204 120mph BilSevere�3'min_ Mod,/ ( Slight/
13°F
5d coolers
—INDEX'
Yes i N/A
I "x 10" or wider
R'ALL SHEATHING
3-10d
R301.2.1.1 Design Criteria - Residential Construction within Nassau & Suffolk Counties must be
designed in accordance with the "American Forest and Paper Association (AF&PA) Wood Frame
Construction Manual for One and Two Family Dwellings (WFCM) - 2001"
Table 3.1 Nailing Schedule
I Number of I Number of I
Joint Description Common Nails Box Nails Nail Spacing
ROOF FRAMING
Rafter to Top Plate (Toe -nailed)
(see Table 3.4A)
(see Table 3AA)
per rafter
Ceiling Joist to Top Plate (Toe -nailed)
(see Table 3.4A)
(see Table 3.4A)
per joist
Ceiling Joist to Palrallel Rafter (Face -nailed)
(see Table 3.9A)
(see Table 3.9A)
each lap
Ceiling Joist Laps Over Partitions (Face -nailed)
(see Table 3.9A)
(see Table 3.9A)
each lap
Collar Tie to Rafter (Face -nailed)
(see Table 3.6A)
(see Table 3.6A)
per tie
Blocking to Rafter (Toe -nailed)
2- 8d
2-1Od
each end
Rim Board to Rafter(End-nailed)
2-16d
3-16d
each end
WALL FRAMING
Top Plate to Top Plate (Face -nailed)
2-16d'
2-16d'
per foot
Top Plates at Intersections (Face -nailed)
4-16d
5-16d
joints - each side
Stud to Stud (Face -nailed)
2-16d
2-16d
24" o.c.
Header to Header (Face -nailed)
16d
16d
16" o.c. along edges
Top or Bottom Plate to Stud (End -nailed)
(see Table 3.5A)
(see Table 3.5A)
per stud
Bottom Plate to Floor joist, Bandjoist, Endjoist or
2-16d'•3
2-16d''3
per foot
Blocking (Face -nailed)
3-16d
4-16d
per joist
FLOOR FRAMING
Joist to Sill, Top Plate or Girder (Toe -nailed)
4- 8d
4-10d
per joist
Bridging to Joist (Toe -nailed)
2- 8d
2-10d
each end
Blocking to Joist (Toc-nailed)
2- 8d
2-10d
each end
Blocking to Sill or Top Plate (Toe -nailed)
3-16d
4-16d
each block
Ledger Strip to Beam (Face -nailed)
3-16d
4-16d
each joist
Joist on Ledger to Beam (Toc-nailed)
3- 8d
3-10d
per joist
Band Joist to Joisr. (End -nailed)
3-16d
4-16d
per joist
Band Joist to Sill or Top Plate (Toe -nailed)
2-16d'
3-16d
per foot
Structural Panels
ROOF SHEATHING
10d
(see Table 3.11)
Structural Panels
t 10
8d
130
IOd
(see Table 3.10)
Diagonal Board Sheathing
3" edge / 6" field
25/32"
8d3
-
3" edge/ 6" field
1"x6" ori"x8"
5d coolers
2-8d
7" edge / 10" field
2-1Od
per support
1"x10"or wider
(see Table 3.11)
3-8d
8d
3-10d
per support
Diagonal Board Sheathing
CEILING SHEATHING
2
2
Gypsum Wallboard
5d coolers
5d coolers
7" edge/ 10" field
I "x 10" or wider
R'ALL SHEATHING
3-10d
per support
Structural Panels
8d
10d
(see Table 3.11)
Fiberboard Panels
t 10
120
130
7/16"
61P
-
3" edge / 6" field
25/32"
8d3
-
3" edge/ 6" field
Gypsum Wallboard
5d coolers
5d coolers
7" edge / 10" field
Hardboard
8d
8d
(see Table 3.11)
Particleboard Panels
8d
8d
(see manufacturer)
Diagonal Board Sheathing
3
2
2
1"x6"(or INg"
2-8d
2-10d
per support
I "x 10" or wider
3-8d
3-10d
per support
FLOOR SHEATHING
Structural Panels
1" or less 8d 10d 6" edge / 12" field
greater than 1" 10d 16d 6" edge / 6" field
Diagonal Board Sheathing
I"x6" or1"x8" 2-8d 2-1Od per support
1"x 10" or wider 3-8d 3-10d per support
' Nailing requiirements are based on wall sheathing nailed 6 inches on -center at the panel edge. if wall sheathing is nailed 3 inches on -center at the
panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubted, or alternate connectors, such as shear
plates, shall be used to maintain the load pith.
2 When wall sheathing is continuous over connected members, the tabulated munber of nails shall be permitted to be reduced to 1-16d nail per foot.
3 Corrosion resistant 1 I gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements.
AMERICAN FOREST & PAPER ASSOCIATION
Tvble 3.2E rottom Pinte to 1'ovmaen tion Connections (Anchor colts) resirtinie,
Lateral and Shear Lords frorn VAnd - Exportire E
(Prescriptive Alternative to Table 3.2)
Three Second Gust \Wind
Spced(mph) R5 4'l IOn Ito 120 tic tort 150
Bottom Pint: to I our.dation Anchor bio:,
Founda-ion Sapnort,ng Maxirnurr Anchor Roll S acir.� (in.) "''4
Cnm,ec�nn Regcrtn� P
1-3 o,nes r 3()
> t" Anchor ltnHs at 32' ❑,C. __._
1 stones 45
Prescript to himt, are hared on assurrptions in I ihfe 12.
W!aen anchor bolts are used to resist uplift, lateral. and shear load;, the maximum anchor holt cr^cine sb-11 not exceed the lesser of the tabulated
values for ti-hft gads (Til -le 3.2C) or lateral and shear lauds (Table 3.2B}. Tor oi'wr archer bolt Gmdarions see Section 3.2.1.7 and 3.2.2.3.
Tabulated anchor bolt sp.acin_. f<,r lateral and shear to -ds assume wall, ar. she ithed it,, accordance wiih Section 144 2. Eor other call she:nhing
t}Ties the tabulated sncl or holt sp t:•in c shall he dit:i',d by the an; mpriate sheathing hype Jevuctnlmt factor in Table 3.1711. hitt in ro case
anch,r holt ;pacirps e.=.ceeci 6 feet on cuter.
4 For t'.}rec second gust ttitnd speer}, greater than 110 mph, with a tahula!ed tate-al value f-om Teh'c 3.5 greater than 262 plf, lateral connection, chill
be detcrmin,d us%me the loads from Table 3.5.
}dale 3.2C .9111 or Eottom Pilate to f ot!ndrtion Connections (Anchor Colts)
resisting Uplift Lori's from VINd - Exposure 13
(Prescriptive Alternative to Table 3.2)
Three Second Gust R'ird
S"ee:f rr, h) h5 90 100 t ler t'0 110 14n 150
Houotn Plate to found.ition Ar77 Solt
Connrctinn Recwtire
FourdAil'n SuppnRing Maxamnm Anchor Bolt Spacing (in.)'" 32' D.C.
K• Emu Jones
Uplift I gads 1-3 stories 1 72 't) 41) 1 39 1__J3j_j 2k 1 25 1 23
IntcnorLut:rs
1-3 store. 72 j7, 47 45 39 1 22
Prc,criptn c lana!\ arc hascd on assumption, it Tahlc 3.2.
When ;mchor bolts arc used to resit uplift, lateral, and shear load;, the maximum arch,,r halt sp, icing stall not exceed the Irsur of tfe Lihul-;ted
value, lir up'if, loads (Table 3.2C) or laic it and Shear load, (Ta'.de 3.2T? ). For other arc:,or bolt limnatiu ns see Section 3.2.1.7 and 3.2.2.3.
Table 3.4t, prfter rnrd/or Cellinff, Joust to Tran mr—t€* Lateral r d Shear Corontection
re1"rrlrements - Exposure' B
(Prescriptive Alternative to Table 3.4)
Tlt-ee Second Gust Wind Specd (mph)
85
90
13-73
loo
t 10
120
130
Srccd(mh)7
140
150
Rafi,r'Ceiling Jost
Wall
(ft.)
in Fach End of 1-1,4" x 20 gage Step
Slumber of Rd Common Nails or 10d Box bails (Toeniilecb
12
1
Spacing (in)
Ilei ght (ft.)
2
Req±.tired
in Fach Rafter and or Ceiling Joist to Top Plate Connection!' x'
3
—
l2
8
2
2
_ 2 2 3 3
3
2
2
IQ
2
2
2 2 3 3
3
3
16
F
2
2
3 3 3 4
4
4
12
10
2
2
3 3 3 4
4
4
24
R
3
3
4 4 5 5
5
5
2
10
3
3
4 4 5 5
5
6
rrcccnpu, c atm±rs are nacea nn ascumrtioni to I aisle S. -t.
Tabulated connection requircin rits assume a building located in L:xposure B.
' When ceiline joist, are installed painllcl to rftcr;, the suit; of the toenails in the rafter and eciling joist shall equal or exceed the
tahula',:d nurnc� r of nails required
4 To avoid splining, ro ni nr than 2 toenails shall be installed in each side of a ratter nr ceiling joist when fas'cned to a 2x4 top plate
or 3 tnenails in each site .Then fastened to a_^ -x6 top plate.
Tri kyle 3.7.0 Poof Sl entNng Attachment rcri4rlrements for t'lirld Lords -
#eib -wP 3. ,rii U:ifift '\Wtren Co.• sn". ,tion rY.cgt'1irlcir..ents-p�.'.xr,os�flttt Guy ,
(E�ioof—to—w il, w ii—to-��v� iii, C rid >it� .-m-to-roX�,s��k4k� tion)
13-73
(Prescriptive Alternative to Table 3.4)
.._-itECENE -
Dead Load Ascumptlons: Roof Ceiling AsSemh!v UL, = IS pCf
Three Second Guet 3Wind "110 �
85 90 100 110 120 130 140 150
Srccd(mh)7
Framing Spicing (tri.}
Roof Spin
p"
Numhcr of Fd Cominnn tial c or IOJ Box Tails aT�' 0
f n,(t[l(jb� Iii+;^ •, tai
ton
(ft.)
in Fach End of 1-1,4" x 20 gage Step
F F
12
1
1
1
2
2
2
3
3
192
16
i
1
1
2
2
3
3
3
6
20
1
1
2
2
2
3
3
4
12
24
1
1
2
2
3
3
4
4
12
2t
1
1
2
2
3
4
4
5
6 12
32
1
1
2
3
3
4
5
5
12
36
1
2
2
3
3
4
5
6
12
12
1
1
2
2
2
3
3
4
6
If,
l
1
2
2
E3
3
4
4
h
20
1
1
2
2
3
4
4
5
1(,
24
1
2
2
3
3
4
5
6
-
6
2R
1
2
2
3
4
5
5
6
4 Tabulate,! -c l spacir- as ,,erne a h::ild:^.g loca!,<(! in Fxno,i!-r B
32
1
2
2
3
4
5
6
7
6'
36
2
2
3
4
4
6
7
F
12
1
1
2
2
3
3
4
4
16
1
1
2
2
3
4
4
5
fi
20
1
2
2
3
4
4
5
6
19.2
24
1
2
2
3
4
5
6
1
2.R
2
2
3
3
4
5
6
s
,
32
2
2
3
4
5
6
7
8
3
36
2
2
3
4
5,
7
F
9
requiremc^ts
12
1
2
2
3
3
4
5
5
the nail
16
1
2
2
3
4
5
5
6
20
2
2
3
3
4
5
6
7
24
24
2
2
3
4
5
6
7
8
28
2
2
3
4
5
7
8
-
32
2
2
3
5
6
9
-
30
2 1
3
4
5
6
F
-
-
r Preeeriptive limits are based on assumptions in Table 3.4.
` Tabulated uplift, connection requirements assume a building located in Exposure i;.
m
3 Tabulated uplift connection requirements aeeurne a roof and ceiline accemhly dead load of 4 rsf (0.60 x 15 pCf = 9 p,t). tf a
ceiling assembly is not present or if the ceiling asxembh: is not connected to t!:c roofaetemhl}•, the tabulatctl nuMber of nails shall
be increased by i nail at each end of the strap.
4 Minimum ASTM A653 Grade 33 steel strap.
Trbl+e 3.CA 17lldge Tension Strop Connection requirer entr for eland - Expostlorc U
(Prescriptive Alternative to Table 3.6)
Dead Load A%sumptions: Roof As.erriNN DL = 10 psf
Throe Second Gca t Wind Speed In,^'"1
g5 90 int) I ito 2,t 13(1 1•ttl 1511
_s
Roo.f, Pitch
ly.naf 1paR
i'- : a (�—_..
i lumber of tid Common Nails or Ind Bax Nails in each end of 1-1'4" Strap
12
1
�1
_
2
2
3
3
4
16
1
2
_
2
El
i
4
5
20
'-
2
2
3
4
4
5
6
2
3
3
4
5
6
7
2
2
3
4
5
6
7
8
32
2
3
3
4
5
7
b
9
36
2
3
4
5
6
7
9
-
12
1
1
1
2
2
2
3
3
16
1
1
2
2
2
3
3
4
20
1
2
2
2
3
4
4
5
4:12
24
2
Z
Z
3
3
4
5
5
^_R
?
2
3
3
4
5
fi
7
32
2
2
3
4
4
5
6
7
36
2
Z
1 3
4
51
6
7
R
12
1
1
1
1
2
2
2
3
16
1
1
1
2
2
2
3
3
20
1
I
2
2
2
3
3
4
5:12
24
1
2
2
2
3
3
4
S
2F
1
2
2
3
3
4
5
5
32
2
2
Z
3
4
4
5
6
36
12
3
3
4
5
6
7
12
1
1
1
1
2
2
2
2
1n
1
1
1
2
EJ
2
3
3
h.l..
Z0
2-1
1
1
1
1
2
2
2
,
2
3
3
3
3
4
4
4
28
1
2
2
2
3
4
4
5
32
2
2
2
3
3
4
5
5
36
2
2
1 2
3
4 1
4
5
6
12
I
I
I
1
1
2
2
2
16
1
1
1
Z
2
2
2
3
20
1
1
2
2
2
3
3
3
7:12-12:12
24
1
1
2
2
2
3
3
4
25
1
.,
2
3
3
4
4
32
2
2
2
3
3
4
4
5
36
2
2
2
3
3
4
5
6
Tabidated connection regn;remerts shall be perr,i*icd to be multiplied by 0.70 for framing not located ssithin 8 feet of huildm.:,
corners
2 Tabulated r.dgc connection /oast, ascrme a bu:Idinf: located in Exposure B.
' Tabulated connection requirements are based on total uplift mini. 0.6 of the roof a.seiri)ly dead toad (0.6 x 10 psf).
4 Tat,ul:ited connection rail:sirements are bated on a 12 inc?t r!•.lre step sp•irng, for different ridge stran spacing. muhipl}' the
tabulated values by the appropriate multiplier helmv:
Rider connection Spacing (in.) 12 I6 1 M2 '_4 4X 12
Multiplier —1-1,0) 1 1.33 1 1.6() 1 100 1 4.00 6.00
When the tahulaled nur.iher of nails required in each end of the strap i; cgaal to 1 and the framing is attached in accordance pith
Table 3, 1, the rid,,e strap and additional nai:irig is not required.
" Whcn a collar tic is u,c d in lieu of a ridge ,trap, the number of iOd corolnnn nails requ;red in each end of the collar tic need not
esceed the tabtilaled number of Rd co,non mails in a Reel strap, or the nu-nb'rr of 12d hex nails in each end of the collar Ge riccd
not e.cecti the t a,ulatzd ntir+,er of 10d box nails in a steel strap.
Tri kyle 3.7.0 Poof Sl entNng Attachment rcri4rlrements for t'lirld Lords -
0 8 3'` 1 l 5 lc
Exposure E,
Trl:le 3.11 V,"all Shertl�ing r r'I Clyddltz; Atti<C r icnt E7etlg�Ere'mnnts for Wind
1"ocds - Exp€rart4rc 1?
Three second Gu<t
\\'end Si,ced (rep!:)
f5
00
ir'0
tt3
I2n
i30
ton
ISn
I" I F F F F I: F is F
F F
STRLiCTI RAI. SfI7ATHP"C,
Saul Spacing
F F F
F F F F F F F F F F F
F F
Sheathing Location'
Mcat!,inc L<Y.it,un'
Ra(`,7r'r:u;, Sparing
Maximtim N30 S; :,irg icer kt! Common Nails er 1('! T;,,x N, t•, (inches, o c.)a
192
L-trior7onc
i2
1r
(inches, o.c.t
Ni ixrmurn N:,,1 Srzcirg fo: old Coirm.,n "fail, or IM Hox Nail, (ruches, o c.)
�6
6
1, 61,
12 6
1_'
6
12
6
12
6
1-'
6
12
6 12
6
12
F
12
6
12
iryri,, 7 e
16
6
12
6
12
6
12
6
12
6
12
6
12
6
12
6 12
6 12
6
192
6
12
6
12
f
12
6
12
6
12
6
12
6
12'
12 6 12'
24
6
12
6
12
6
12
6
12
6 12
6
12
6
12"
6
12'
Ix6Or 10 Shcatf,inc. 12-'_4
,
12
6
12
6
12
h
12
6
12-
6 12'
6
12-
6
6
6
6
Prnv rol!r Fd^e 7nne
1 n
19 2
b
6
I.':
12'
6
6
12
1:2
6
6
12
12'
f+
6
-
6
6
6'
6
6'
6'
6'
6'
6`
6'
4a
6'
4a
6 6
6 6
4 Tabulate,! -c l spacir- as ,,erne a h::ild:^.g loca!,<(! in Fxno,i!-r B
6
12
6
12'
f
6
6
6
6' 6'
6'
6'
44
4;
4j
4a
Gab?e F^, all R.,t e nr Rake Tn!sc u ' I nut: i:i B?nck
6
6
f,
6'
6'
6'
6'
4 4
4a
4a
20 .f 30 r:f' 50 ,f
70 nst.
0t 1 -lc Fn<'.,.r:'.I Rat; or Rake Tnr„ xc'n RAA Owrh,m,•
6
6
6
6
6
6
6
fi
6 6
6'
BnARD SHFATHIN(i
Sheah:r',Sze
Raft-.rTm;s Sp:cin"
\11MM11111KITr.herotFJCommon Nads
(inches, o c.)
Pct Support
�
I xt, or I zs Cl +c eal.}o-
� 1_-1 to 2
1
,
2
,
�
,
,
,
Ix10nrLar-rrsh,athi,c
I 1'--19
3
3
7
3
3
3
3
3
L Nail spacing a, pancl ed,ccs (in.)
Nail spacing at int:rmedi,.te support, in the pare! fi.l,l On )
Fot rtx,Psl:ea'hmg a ithin 4 fel of the perimeter e,!,e of -the roof, incfud
ng 4 feet nn each side of the roof peak, the I fix,t perimeter eJ,.e Torr a'taclimen!
requiremc^ts
shalt be 11sd
Ta!,ufated 12 inch(' c. n. -.!t snacmg asst:rues sheathing an ,shed to rin,erhmss
framin;• r cm urs With G >04q. ror frsminc rremhcrc ts'iC: 0.42 < G <0.49, the nai'
sl^,alf be rediced to 6 inclags O.C.
Talutatcd 6 inch o c. rail spacing assumes she.9!iiing avached t,, raRer'tnass fr3ininc mcmhers ,vi!', G > 0.»n. For f: _mina merrbers with 0.42 < G < 0 49,
�S 574nsh.d! he rc4 iccd to 4 inc} I's O.C.
the nail
" Ta',uLned 4 m,h o c. r,.dl sp :: ire ass;;tura sh,.:O mg at ar hcd to r,+ttcrtni,s
fuming mrrrhern w i!h G > 0-a9 Far frnnir rremhers is ith 0 42 < G < 0-49,
the nail
sp2irngc shall be reduced to 3 incl e< o.c.
Tait:+':ted ra!1 st„cirrs assume a b .i!,hnr, h,canrd in Fxr—li-V B.
blc .1'3:1/1. Will 5hev t'i,.in, for V.'il~°d i_o.-7e�s - Exposure r.
Thr,: SeCnrd Gu�t WtndSpccd In,p`t1
WOOD S i Kl.'(' Cl'R'1i. I',1ti1':1,
W(x)I) Srrzt-c„rrtizAr. rANf r.
(.hot' ttimcrsion across shttl,)
Stud Spacinc
(ir.ch.s, ca.c.) 1lintr,,ttrt I';tnaal T'Licl:nt:ss (in.)
12
0 8 3'` 1 l 5 lc
h�
Trl:le 3.11 V,"all Shertl�ing r r'I Clyddltz; Atti<C r icnt E7etlg�Ere'mnnts for Wind
1"ocds - Exp€rart4rc 1?
R..at:n!or
T1:icknc;,
Three Sccond (i 14 85
90 1(?r; l to Ftp !30 140
150
\Wird Stere (rn )
1(tn
! IE)
F F
I" I F F F F I: F is F
F F
14 1
Saul Spacing
16
(Sheath:n f Grade;, C -C,
24 16
Sheathing Location'
(inches, ac )
Maximtim N30 S; :,irg icer kt! Common Nails er 1('! T;,,x N, t•, (inches, o c.)a
192
L-trior7onc
i2
1r
6
6
i'—
t_'
�6
6
1, 61,
12 6
12
12
h
6
12 6 12 6 12 6
1' 6 12 6 12 6
t2
12
fi
6
12
12
24
24
7.'16
6
12 h
12
6
12 6 12 Is 12 6
1'_
6
17'
1:
6
12
3 X,
12
6
12
6
_ 6
12
6
12 6 i_' fA 12 (>
4" Edgc 7.one
t 6
6
12
6
12 6
12
f•
12 6 12 6 12 6
12
6
] 2'
BOARD Si1rATIIiNG
T S
6
24
24
6
12 6 12'
12'
6
24
KaftcrTnt,: SI t,^
BnARD STTrATHINC, or LAP SIIIiNG
24
Sheithing Site
Ra;tcr Taus; S • reit
F
r,,, d
\iamnra \nm. r of `; Common :'tiul, orf Oil Box Kr!,
Orichcs, o.c.)
W
rirrLes, o.c )
Per Suppi±rT
G
Ix6Or 10 Shcatf,inc. 12-'_4
,
Z
5•v
2
,
2
S;`;
$ S
t,
ixlO or L.art er Sheat tine 12-24
5 S
5 1 5 1 S,'x
3'4
3 4
3`4
19.2
3
;
E Nail • acini at parse/ ed es fir._)
34
�—�
F Na:l space rg at intermediate su; pori, in the p.�nrl fie!! din.)
24
3 4
Fora all cheathin0 xvi:hin 4 feet of t}:c corner;, the 4 foot edge tune
attachrner.t rranircnarrr, nh,01 he used.
t,r 1,'tir:ih
• TdFUIa•,ed 12 Irl it (1.C. Rall spa.:InC � tellmCc s'•ra't•ir a'.tartlCd In
sta;tl fT:ir`,inC me!r he's 11;''1 (i > n 49 For fram:n{` rtirmt'Crc p'a't; n 42 K (i <(),49 the Pa'1
spati Ir CS
sha!I he rrducecd to 6 inches (i.e.
i For exterin* and sidir.., alvarved box Rails sl ;111 h, ern,wed
P t g P
to ; s+;h.nr:; ,• t
h Lc for common r.,;!s
4 Tabulate,! -c l spacir- as ,,erne a h::ild:^.g loca!,<(! in Fxno,i!-r B
blc .1'3:1/1. Will 5hev t'i,.in, for V.'il~°d i_o.-7e�s - Exposure r.
Thr,: SeCnrd Gu�t WtndSpccd In,p`t1
WOOD S i Kl.'(' Cl'R'1i. I',1ti1':1,
W(x)I) Srrzt-c„rrtizAr. rANf r.
(.hot' ttimcrsion across shttl,)
Stud Spacinc
(ir.ch.s, ca.c.) 1lintr,,ttrt I';tnaal T'Licl:nt:ss (in.)
12
0 8 3'` 1 l 5 lc
h�
—a
1 3 N' Z'l
Sheat!:in;' Tvpt
R..at:n!or
T1:icknc;,
Table 3.1211: Roof M-zenthing requi'rem.cnts for Wind Lo,,!ds - Exposure C
Thrcc Sccord Gi,•t'<l in,l Si,s.C! (mpa,)
fi5
90
1(tn
! IE)
12t)
3 •S
1. N
14 1
150
16
(Sheath:n f Grade;, C -C,
24 16
STRI'CTr'RAL SIIFATil1NG
24
24
19.2
192
C-I),OS13)
11 t6
(Ion^ &Tnensir n acro,,; 3 or more supports)
24
24
Rafler'Tnr,c `;n:tcinp
19-2
Minimum Panel Thiel:ncss tin.)
11% 32
24
24
24
24
7.'16
7.16
15'32
15"32
12
.; S
3 5
�
3 1 3 1+ 3 1
3 tt
3 •R
3'v
in
3 X,
3 �:
3'R 3't 3'r
3 F
3'fi
3'1+
19.2
3 IS
; w
3'1 ;'k 3.'c
3 1
3'1
7'16
24
3 `;
3's,
BOARD Si1rATIIiNG
T S
24
24
24
24
(<l::s ; r:Illy acrncr 3 or more sup7mr'c)
1-3'32
24
KaftcrTnt,: SI t,^
24
24
Mini, -sunt Bonrd Thickness (in.)
tf4
Orichcs, o.c.)
W
�
Cotr.n,o:a
G
10.2
i,
5•v
5'�(
C C 5'S _ 5'R
5 1;
S;`;
$ S
t,
5';;
5 S
5 1 5 1 S,'x
3'4
3 4
3`4
19.2
51
51;
34 3"4 34
34
-
-
24
3 4
; 4
t,r 1,'tir:ih
-
-
Table 3.'12 FiInximum roof Omen thin g Spv gas for Roof Live ad. l"now Loc dsa
Dead Loud Assumptions: RoofAsgcnil,ly DI,-- 1() sf
Roof Live
Ground Sumo Lo,id
I oad
20 .f 30 r:f' 50 ,f
70 nst.
blc .1'3:1/1. Will 5hev t'i,.in, for V.'il~°d i_o.-7e�s - Exposure r.
Thr,: SeCnrd Gu�t WtndSpccd In,p`t1
WOOD S i Kl.'(' Cl'R'1i. I',1ti1':1,
W(x)I) Srrzt-c„rrtizAr. rANf r.
(.hot' ttimcrsion across shttl,)
Stud Spacinc
(ir.ch.s, ca.c.) 1lintr,,ttrt I';tnaal T'Licl:nt:ss (in.)
12
0 8 3'` 1 l 5 lc
h�
—a
1 3 N' Z'l
Sheat!:in;' Tvpt
R..at:n!or
T1:icknc;,
Raver-rn.;; Sp:i.ir,! (in.)
24
Gra !c
(i n.)
L10 , c 2 23'32
�t;onil �tntcnrr.:l !'incl:
24 to
3 •S
� 24
24
11).2
16
(Sheath:n f Grade;, C -C,
24 16
, 'l6
24
24
19.2
192
C-I),OS13)
11 t6
IS 32
24
24
24
19-2
401:0
11% 32
24
24
24
24
7.'16
7.16
15'32
15"32
blc .1'3:1/1. Will 5hev t'i,.in, for V.'il~°d i_o.-7e�s - Exposure r.
Thr,: SeCnrd Gu�t WtndSpccd In,p`t1
WOOD S i Kl.'(' Cl'R'1i. I',1ti1':1,
W(x)I) Srrzt-c„rrtizAr. rANf r.
(.hot' ttimcrsion across shttl,)
Stud Spacinc
(ir.ch.s, ca.c.) 1lintr,,ttrt I';tnaal T'Licl:nt:ss (in.)
12
0 8 3'` 1 l 5 lc
h�
—a
1 3 N' Z'l
Sheat!:in;' Tvpt
R..at:n!or
T1:icknc;,
Raver-rn.;; Sp:i.ir,! (in.)
24
Gra !c
(i n.)
L10 , c 2 23'32
�t;onil �tntcnrr.:l !'incl:
24 to
3 •S
� 24
24
11).2
16
(Sheath:n f Grade;, C -C,
24 16
, 'l6
24
24
19.2
192
C-I),OS13)
11 t6
IS 32
24
24
24
19-2
401:0
11% 32
24
24
24
24
4`+ 24
23 32
24
24
24
24
•r
", •
lit El. ti tr!7i tU.,i: .an lil;
16 o' C.
It) 332
•"< �
.`3
24
19.2
(Sin!rlc I'!,,cur (;ra.l,,•
20 n.c,
19 32
24
24
24
24
t:nticr!a}'nt.nt. C•C
24 o.c.
23 32
24
24
2'
24
32 o c.
T S
24
24
24
24
4`;n.c.
1-3'32
24
24
24
24
1 un�hcr li,,artt tiltc•athtne
tf4
W
�
Cotr.n,o:a
G
10.2
i(,
12
12
or [?ifit,•
Ct,rrr.,or,
3 4
24
1).2
19.2
16
t,r 1,'tir:ih
blc .1'3:1/1. Will 5hev t'i,.in, for V.'il~°d i_o.-7e�s - Exposure r.
Thr,: SeCnrd Gu�t WtndSpccd In,p`t1
WOOD S i Kl.'(' Cl'R'1i. I',1ti1':1,
W(x)I) Srrzt-c„rrtizAr. rANf r.
(.hot' ttimcrsion across shttl,)
Stud Spacinc
(ir.ch.s, ca.c.) 1lintr,,ttrt I';tnaal T'Licl:nt:ss (in.)
12
0 8 3'` 1 l 5 lc
h�
—a
1 3 N' Z'l
1r,
2'r 3'S z 4 3'R
3 1;
716 15'32 15`32
24
(1 7 6 S 32 S n
a 2
L10 , c 2 23'32
:l,t:r-ict:urn 1',:CtCi 11?!Cr:nrcc (1tt )
I1NC
Ntinirnun: ilt,an! Thickns•Ss (in.)
{_S
Z4
Tr.�cp .. t —
a.i1c w<:. R�. Tp:,la te rpliec, Rcq*1lrements for Virinld Expccrtrc �' or- C
One-S,tnry
t ...f ,F'.•it, ,.._ fs f. A a : M,.„�t • i 1.. . !"1. " L,
Tod 1'°lrte 'C1?liee r7eripr"'rements for 111rttl - Exrrc-stare 'r.: C - 11.€1 0tlter C� �e�
SEAL:
pF N y��
opc
oQ,�r�
U
N
i�
O
O
H
Q
n
W
w
Q
W
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H
W
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amt
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W
1i�,. � tr. I
E DECISION R �
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THESE PLANS ARE AN
INSTRUMENT OF SERVICE
AND ARE TIII; PROPERTY
OF THE ENGINEER.
ALTERATION OR ADDITION
TO TIiESE PLANS IS A
VIOLATION OF SECTION
7209 OF THE NEW YORK
STATE EDUCATION LAW.
t'I't,l.1'l.001C- F[Rl'F213()lrin 4IiI:AT[11N(:
1110:1t21) fiFrT'A1,1
R301.2.1.2 Internal Pressure - Windows in buildings located in wind-borne debris regions shall
have glazed openings protected from wind-borne debris or the building shall be designed as a
partially enclosed building in accordance with the Residential Code of New York State. Glazed
opening protection for wind-borne debris shall meet the requirements of the Large Missile Test of
ASTM E1996 and of ASTM E1886 referenced therein.
Exception: Wood structural panels with a minimum thickness of 7/16 inch and a maximum span of 8
feet shall be permitted for opening protection in one and two story buildings. Panels shall be precut
to cover the glazed openings with attachment hardware provided. Attachments shall be provided in
accordance with Table R301.2.1.2.
TABLE R301.6
MINIMUM ROOF LIVE LOADS IN POUNDS -FORCE
PER SQUARE FOOT OF HORIZONTAL PROJECTION
TRIBUTARY LOADED AREA IN
7____ -_ ___- - T --- -
SQUARE FEET FOR ANY E
STRUCTURAL MEMBER
ROOF SLOPE I
0 to 200 201 to 600 Over 600
Flat or rise les, fli an 4 inehe, per 20 16 t
foot (1:31 - - - -
ki,e 4 inches per fix,t 0:311
Ice„ than 12 inchx,�,; r faM,t 11:1) if, 1-1 i?
Ri,e 12 ill hes 1'"-.r ftx,t i 1:1 )
12 I j
:uad greater
1' 1' __J
f'ur SII ,quart f,,,t = h fa'a?q n:r. 1 !,sued 1> r,yu:+n f, t - O1[179 kN`m`.
Inch P-1- ffx,t =1).1,!"11 rtutvim
TABLE 8301.5
MINIMUM UNIFORMLY DISTRIBUTED LiVE LOADS
(in pounds per square foot)
USE LIVE LOAD
_-cel-.._I
------------
Attics %%ith limite(I'lloral*e'''t,
Attie< ,without strmat e''
1 CI
4 t)
- 00
Dt•c k s'
If_mcriorhalconie,
40
Fire escapes
Guardrail, and handrail"',
21 X) I
GLAZED PANELS
Floors and pla,tcred ceilin s L/360
Pas,en"erVehicle earai,es'
---__-_ . _'__... 4.----.r._
5(Y
- _-
40
Rt„+tn, other than ,lee int nxxns
30.
Stein^ nn�an,
Stairs T
40
F0, St. I pound per square fix) - 0 (11179 kN1ni2, 1 ,gn:ar inch = 645 mer'.
1 1',,und = .145 N.
a. Ele.at:dt*aratCil, m,halif cap.atdcof,u;l,,>(tinza�.txK)- ,anih,.rt}.,1-
Plied over a 2R-,gnur• -inch area.
n. Ap;-lie, t„ attic "h+re', 11%•etinl- the requirenjerit" in Section R` 02.-1.1 for
c+,ntenrior.alcrihn;•jni,t,ar<dSecConR,,ta2 i0-7tortrimo,- Atti.,ttithout
11: rc the m..N;T lurnctearhei f ht h-rnren ia,i,t and rafter k
1C„ than 4_' sortie,. c+n. here there alt not oto or nt„rr ada.iccrtt solo(, w ith
the ,ate; ,t eh confi,,wadon t'apahle cif containing a rectcrosle •12 inches high
I,% I fl -et -A Hr, o, greater, located within the phne of the tnt,,. For attic,
u rthoul ,Alt;t •C, this 11%V 111:1 need nut ht a„timed to art eoncurrentic kith
an} other lire load n rpaire recess.
TABLE 8301.7
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS" 11
_
ALLOWABLE
STRUCTURAL MEMBER DEFLECTION
�
Rafters hay inL slopes [treater than 3/12 t+ith no
GLAZING IN DOORS !�
finkileii ceiling[[[tact ed to rafters LJ1tiO
CLASS OF tu1ATER'AL
Interior walls and p.witiom Hll,%()
GLAZED PANELS
Floors and pla,tcred ceilin s L/360
AND ENCLOSURES
All other structural tnetnhcrs I /i 1 f)
a
Sndi gr.t�cl and.'ur (easel tett' attd G►'1-
GLAZING IN STORM
REGULATED BY
Exterior walk t+ith phslcror stttCcn hni,h n/360
REGULATED BY
Exterior walls-v,ind loads" tisith brittle tinishesv�
Exterior i1exihle fins<h1 s Ll120
NOTE: L - span length, I I -,p:ut
a. Thc.+indload,hall he rcrmittedto i--etaken a,(t.7titw> tileCurttp„trent ;and
CladdmpI-ld,for thepurlNwofthedel�rmirinediflectionlimit,herein.
h. Forcantilu�ermtmherc,LOialthet.tt.ena,h+ire[lie icn,thofthccaniileter_
c. t•or ahirtimtm crnntursl mentix•r, or Paneh u,Cd a❑ ars,(, or t+ally of sun-
r,orn addition, or patio cover,. nut ,uppotlinr_ ctl;ge of gh,,s or sanl„ich
panel,. the total load dellrct sun "hall n.>t rzcceJ Llit rt, { or, ,esti[ ich (anClc
u,Cd in nxtf, ur u;atl, o(,unr,.+um addition., or Patia �ct,t'ers. the a.tal load
flection, -11,01 not exceed L/I20.
Section R308 - Glazing
R308.3 Human impact loads - Individual glazed areas including glass mirrors in hazardous locations
such as those indicated as defined in Section R308.4 shall pass the test requirements of CPSC 16CFR,
part 1201. Glazing shall comply with the CPSC 16 CFR, Part 1201 criteria for Category I or
Category II as indicated in Table R308.3.
R308.4 Hazardous locations - The following shall be considered specific hazardous locations for the
purposes of glazing:
1. Glazing in swinging doors except jalousies.
2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold
closet door assemblies.
3. Glazing in stone doors.
4. Glazing in all unframed swinging doors. ��
5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, b Vittu s 4,_. y �
showers. Glazing in any part of a building wall enclosing these compartments wher the bottom
exposed edge of the glazing is less than 60 inches measured vertically above any st ding",%W b9.
surfaces.
6. Glazing in an individual fixed or operable panel adjacent to a door where the ne''> �rleeg*�t
is within a 24 inch arc of the door in a closed position and whose bottom edge is less than 60 inches
above the floor or walking surface.
7. Glazing in an individual fixed or operable panel, other than those locations described in items 5
and 6 above, that meets all of the following conditions:
7.1 Exposed area of an individual pane greater than 9 Sq. Ft.
7.2 Bottom edge less than 18 inches above the floor.
7.3 Top edge greater than 36 inches above the floor.
7.4 One or more walking surfaces within 36 inches horizontally of the glazing.
Section R309 - Garages and Carports
R309.1 Opening protection - Openings from a private garage directly into a room used for sleeping
purposes shall not be pennitted. Other openings between the garage and residence shall be equipped
with a 3/4 hour fire -protection -rated door assembly equipped with a self-closing device.
R309.2 Separation Required - The garage shall be separated from the residence and its attic area by
horizontal or vertical separations conforming to Sections R309.2.1 and R309.2.2.
R309.2.1 Vertical Separations - Where partitions are used to separate vertically an attached garage
from the dwelling or its attic, the partition assembly shall have a 3/4 -hour fire-resistant rating.
Exception: Where a stairway of two or fewer risers is located on the exterior side of a door, other than
the required exit door, a landing is not required for the exterior side of the door.
R311.5.1 Width - Stairways shall not be less than 36 inches in clear width at all points above the
permitted handrail height and below the required headroom height. Handrails shall not project more
than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at and
below the handrail height, including treads and landings shall not be less than 31.5 inches where a
handrail is installed on one side and 27 inches where the handrails are provided on both sides.
6. Wood structural members supporting moisture permeable floors or roofs that are exposed to the
weather, such as concrete or masonry slabs, unless separated from such floors or roofs by an
impervious moisture barrier.
7. Wood furring strips or other wood framing members attached directly to the interior of exterior
masonry walls or concrete walls below grade except where an approved vapor retarder is applied
between the wall and the furring strips or framing members.
Section R320 - Protection Against Termites
R320.1 Subterranean termite control - In all of Nassau and Suffolk Counties, methods of
8311.5.2 Headroom -The minimum headroom in all parts of the stairway shall not be less than 6 feet, Protection shall be by chemical soil treatment, pressure preservative treated wood in accordance with
8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface the AWPA standards listed in Section 323. 1, naturally termite resistant wood or physical barriers
of the landing or platform. (such as metal or plastic termite shields), or any combination of these methods.
R311.5.3.1 Riser height - The maximum riser height shall be 8.25 inches. The riser shall be measured
vertically between leading edges of the adjacent treads. The greatest riser height within any flight of CHAPTER 4 - FOUNDATION
stairs shall not exceed the smallest by more than 3/8 of an inch. Section 8402 -Materials
8311.5.3.2 Tread depth -The minimum tread depth shall be 9 inches. The tread depth shabe tC4UL.L - uoncrete - All Compression Strengths for Concrete Basement Walls,
ll Foundation Walls,
measured horizontally between the vertical planes of the foremost projection of adjacent treads and ata Basement Slabs and other Concrete Structures shall comply with Table 8402.2.
right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not
exceed the smallest by more than 3/8 inch. Winder treads shall have a minimum tread depth of 10 Section R403 - Footings
inches measured above at a point 12 inches from the side where the treads are narrower. Winder treads 8403.1 General - All exterior walls shall be supported on continuous solid concrete footings which
shall be of sufficient
shall have a minimum tread depth depth of 6 inches at any point. Within any flight of stairs the design to accommodate all loads according to Section R301 and to transmit the
gieatest winder tread depth at the 12 inch walk line shall not exceed the smallestby more than 3/8 inch. resulting loads to the soil within the limitations as determined from the character of the soil. Footings
inders are pennitted, provided that the width of the tread at a point not more than 12 inches from the shall be supported on undisturbed natural soils or engineered fill.
si e where the treads are narrower is not less than 10 inches and the minimum width of any tread is not
Ile
s than 6 inches. The continuous handrail required by Section R315.1 shall be located on the side R403.1.1 Minimum size - Minimum sizes for concrete footings shall be as set forth in Table R403.1
;viere the tread is narrower.
R311.5.4 Landings for stairways - There shall be a floor or landing at the top and bottom of each
stairway.
Exception: A floor or landing is not required at the top of an interior flight of stairs, provided a door
does not swing over the stairs.
R311.5.6 Handrails - Handrails shall be provided on at least one side of each stairway with two or
more risers. Handrail height, measured above stair tread nosings, shall be not less than 34 inches and
not more than 38 inches. All required handrails shall be continuous the full length of the stairs from a
point directly above the top riser of a flight to a point directly above the lowest riser of the flight.
Ends shall be returned or shall terminate in newel posts or safety terminal. Handrails adjacent to a
wall shall have a space of not less than 1-1/2 inches between the wall and the handrail.
Section R312 - Guards
K312.1 Guards required - Porches, balconies or raised floor surfaces located more than 30 inches
above the floor or grade below shall have guards not less than 36 inches in height. Open sides of
stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not
less than 34 inches in height measured vertically from the nosing of the treads.
R309.2.2 Horizontal Separations - Where horizontal construction is used to separate the garage from R312.2 Guard opening limitations - Required guards on open sides of stairways, raised floor areas,
Section 8303 - Light, Ventilation and Heating the residence or its attic, such construction shall be protected with one layer of 5/8 -inch thick Type -Y., balconies and porches shall have intermediate rails or ornamental closures that do not allow passage
o stile boar > of a sphere 4 inches or more in diameter.
All Residential Construction shall comply with this section when referencing Habitable Rooms (8 /o gyp d, installed in accordance with the requirements of Section R702.3. Openings in
Light & 4% Ventilation), Adjoining Rooms, Bathrooms, Stairway Illumination, Required Glazed horizontal separations shall not be permitted except where the residence is otherwise protected by Section R313 - Smoke Alarms, Automatic Sprinkler Systems and Carbon
vertical separations. Where the horizontal separation is a floor -ceiling assembly the structure p y
Openings and Required Heating( 68 Min.). p g y Monoxide Alarms
supporting the separation shall also be protected by not less than 5/8 -inch thick, Type -X, gypsum 8312.1 Smoke alarms -Single and multiple -station smoke alarms shall be installed in the followin
8303.6 Stair illumination- All interior and exterior stairways shall be provided with a means to board or equivalent. g
locations. 1. In each sleeping room, 2. Outside of each separate sleeping area in the immediate
illuminate the stairs, including the landings and treads. Exterior stairways providing access to a Section 8310 - Emergency Escape and Rescue Openings vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and cellars
basement from the outside grade level shall be provided with an artificial light source located in the 8310.1 Emergency escape and rescue openings required -Basements with habitable spaces and but not including crawl spaces and uninhabited attics. In dwellings or dwelling units with split levels
immediate vicinity of the bottom landing. every sleeping room shall have at least one operable emergency escape and rescue opening. Where and without an intervening door between the adjacent levels, a smoke alarm installed on the upper
emergency escape and rescue openings are provided they shall have a sill height of not more than 44 level shall suffice for adjacent lower level provided that the lower level is less than one full story
Section 8305 -Ceiling Height inches above the floor. below the a er le 1 Wh
8305.1 Minimum Height - Habitable rooms, hallways, corridors, bathrooms, toilet rooms and
laundry rooms shall have a ceiling height of not less than 7 feet. The required height shall be
measured from the finish floor to the lowest projection from the ceiling.
Section R307 - Toilet, Bath and Shower Spaces
R307.1 Space required - Fixtures shall be spaced as per Figure R307.1
WALL ,';rAI a
-4 IN. _ j 4 4 tN.
21 IN
CLEARANCE
15 IN. - }�-
1 1-1 Sl. I inch = 25.4 tete
-,/A LL
2 V _-►{Is-
e li
> IC
LAVATOR! ES
LL
21 IN.
CLEARANCE
WATER CLOSET
OR BIDET
15iN
TUB
WALL WALL
301N.
30 IN t
AKiN. -
2FRONT OF OPENI4 IN. CLEARANCE IN •
NG
S HOt",°ER
V TALL
21 IN.
CLEARANCE
WATER CLOSETS
FIGURE R307.2
MINIf.1UM FIXTURE CLEARANCES
WALL
pp ve . en more than one smoke alarm is required to be installed within an
individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation
R310.1.1 Minimum opening area - All emergency escape and rescue openings, except Grade floor of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible
Openings, shall have a minimum net clear opening of 5.7 Square Feet. Grade floor openings shall have in all bedrooms over background noise levels with all intervening doors closed. All smoke alarms
a minimum net clear opening of 5.0 Square Feet, shall be listed and installed in accordance with the provisions of this code and the household fire
warning equipment provisions of NFPA 72.
8310.1.2 Minimum opening height - The minimum net clear opening height shall be 24 Inches.
R310.1.3 Minimum opening width - The minimum net clear opening width shall be 20 Inches.
R310.2 Window wells - The minimum horizontal area of the window well shall be 9 square feet, with
a minimum horizontal projection and width of 36 inches. The area of the window well shall allow the
emergency escape and rescue opening to be fully opened.
Exception: The ladder or steps required by Section R310.2.1 shall be pennitted to encroach a
maximum of 6 inches into the required dimensions of the window well.
R310.2.1 Ladder and steps - Window wells with a vertical depth greater than 44 inches shall be
equipped with a permanently affixed ladder or steps usable with the window in the fully open position.
Ladders or steps required by this section shall not be required to comply with Sections R311.5 and
R311.6 Ladders or rungs shall have an inside width of at least 12 inches, shall project at least 3 inches
from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the
window well.
Section R311 - Means of Egress
11311.3 Hallways - The minimum width of a hallway shall be not less than 3 feet.
R311.4.1 Exit door required - Not less than one exit door conforming to this chapter shall be
provided from each dwelling unit. The required exit door shall provide for direct access from the
habitable portions of the dwelling to the exterior without requiring travel through a garage.
R311.4.2 Door type and size - The required exit door shall be a side- hinged door not less than 3 feet
in width and 6 feet 8 inches in height.
R311.4.3 Landings at doors - There shall be a floor or landing on each side of each exterior door.
The floor or landing at the exit door required by Section R311.4.1 shall not be more than 1.5 inches
lower than the top of the threshold, The floor or landing at exterior doors other than the exit door shall
not be required to comply with this requirement but shall have a rise no greater than 8.25 Inches
R313.1.2 Power source - The required smoke alanns and carbon monoxide alarms shall receive their
primary power from the building wiring when such wiring is served from a commercial source, and
when primary power is interrupted, shall receive power from a battery. Wiring shall be pennanent
and without a disconnecting switch other than those required for overcurrent protection. Smoke
alarms shall be permitted to be battery operated when installed in buildings within commercial power
or in buildings that undergo alterations, repairs or additions regulated by Section R317.1.1
R313.4 Carbon Monoxide alarms - Carbon monoxide alarms shall be installed in the following
locations: 1. Within each dwelling unit on any story having a sleeping area. 2. On any story of a
dwelling unit where fuel fired appliances and equipment, solid burning appliances and equipment,
fireplaces or attached garages are located. A carbon monoxide alarm installed on any story of a
dwelling unit having a sleeping area shall suffice for that story where fuel fired appliances and
equipment, solid -fuel burning appliances and equipments, fireplaces or attached automotive parking
garages are also located. When more than one carbon monoxide alarm is required to be installed
within an individual dwelling unit, the alarms shall be interconnected in such a manner that the
actuation of one alarm will activate all of the alarms in the individual unit. Carbon monoxide alarms
shall not be located within or near the openings to garages, bathrooms or furnace rooms.
Section R319 - Protection Against Decay
R319.1 Location required - All construction within Nassau and Suffolk Counties is required install
an approved pressure treated lumber or decay resistant heartwood in the following conditions.
1. Wood joists or the bottom of a wood structural floor when closer than 18 inclies or wood girders
when closer than 12" to the exposed ground in crawl spaces or unexcavated area located within the
periphery of the building foundation.
2. All wood framing members that rest on concrete or masonry foundation walls and are less than 8
inches from the exposed ground.
3. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless
separated from such slab by an impervious moisture barrier.
4. The ends of wood girders entering exterior masonry or concrete walls having clearances of less
than 0.5 inches on tops, sides and ends.
5. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less
than 6 inches from the ground.
#4 REIVFORCING
T EAR
181N PAIN.
LN^vTH �
.i , l
18 It., MAX
94 REINFORCING
BAR
18 IN. MIN LERl37H
36 IN MIN
#4 RFiNFORCItdG
EAR
1hiJQ(-,ti 18 IN MIN. LENST14
The mitis: 1m f+w)tin_(- thickne.c. T. in "[egged ares, .hall egos! ti C fiat ir.n [hickn, c in tI1 ne unsleM ed area,
The rcinL,r, ins• Imr .ve in etgTtNI an•a, .hall eyn;d tile' har we in !hose un`upped am,,
A minimum of 3 tnchec of concrete i� regueed around all reinforcing hen,.
FIGURE R403.1.5
Section R404 - Foundation Walls
%-oncrete loundation walls - Concrete foundation walls shall be constructed as set forth in
Tables R404.1.1(2), R404.1.1(3) and R404.1.1(4).
TABLE R401.4.1
TABLE R303.3
MINIMUM CATEGORY CLASSIFICATION OF GLAZING
FOUNDATION MATERIALS'
LOAD-BEARING
PRESSURE I
GLAZING IN DOORS !�
(pounds pct
CLASS OF tu1ATER'AL
square foot)
GLAZED PANELS
GLAZED PANELS
AND ENCLOSURES
4.11(Ni
a
Sndi gr.t�cl and.'ur (easel tett' attd G►'1-
GLAZING IN STORM
REGULATED BY
REGULATED BY
REGULATED BY
�.0(1f1
EXPOSED SURFACE
OR CONISINATiON
GLAZING IN ITEM 7 OF SECTION
ITE? OF SECTION
iTEft 5 OF SECTION :
SLIDINGGLASS
AREA OF ONE SiDE
DOORS
DOOPS R308.4;
R308.4
830$.4 DOORS PATIO TYPE I
OF ONE LITE
(Category Class)
{Category Clays} (Category Class)
; (Category Class) a
(Cate o Cs
...
(Category Class}
9 , tq ft or le,siryI3s
dc-tc'rmincd h, it ,oi',, ircc,u,•.inon.
(1
bore [hart 9 sq ft
it i
II tt11
i(
1i
For SI: 1 square foot = 0.0921)
�.-____�.___
-.-
---
'NR
R308.4 Hazardous locations - The following shall be considered specific hazardous locations for the
purposes of glazing:
1. Glazing in swinging doors except jalousies.
2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold
closet door assemblies.
3. Glazing in stone doors.
4. Glazing in all unframed swinging doors. ��
5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, b Vittu s 4,_. y �
showers. Glazing in any part of a building wall enclosing these compartments wher the bottom
exposed edge of the glazing is less than 60 inches measured vertically above any st ding",%W b9.
surfaces.
6. Glazing in an individual fixed or operable panel adjacent to a door where the ne''> �rleeg*�t
is within a 24 inch arc of the door in a closed position and whose bottom edge is less than 60 inches
above the floor or walking surface.
7. Glazing in an individual fixed or operable panel, other than those locations described in items 5
and 6 above, that meets all of the following conditions:
7.1 Exposed area of an individual pane greater than 9 Sq. Ft.
7.2 Bottom edge less than 18 inches above the floor.
7.3 Top edge greater than 36 inches above the floor.
7.4 One or more walking surfaces within 36 inches horizontally of the glazing.
Section R309 - Garages and Carports
R309.1 Opening protection - Openings from a private garage directly into a room used for sleeping
purposes shall not be pennitted. Other openings between the garage and residence shall be equipped
with a 3/4 hour fire -protection -rated door assembly equipped with a self-closing device.
R309.2 Separation Required - The garage shall be separated from the residence and its attic area by
horizontal or vertical separations conforming to Sections R309.2.1 and R309.2.2.
R309.2.1 Vertical Separations - Where partitions are used to separate vertically an attached garage
from the dwelling or its attic, the partition assembly shall have a 3/4 -hour fire-resistant rating.
Exception: Where a stairway of two or fewer risers is located on the exterior side of a door, other than
the required exit door, a landing is not required for the exterior side of the door.
R311.5.1 Width - Stairways shall not be less than 36 inches in clear width at all points above the
permitted handrail height and below the required headroom height. Handrails shall not project more
than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at and
below the handrail height, including treads and landings shall not be less than 31.5 inches where a
handrail is installed on one side and 27 inches where the handrails are provided on both sides.
6. Wood structural members supporting moisture permeable floors or roofs that are exposed to the
weather, such as concrete or masonry slabs, unless separated from such floors or roofs by an
impervious moisture barrier.
7. Wood furring strips or other wood framing members attached directly to the interior of exterior
masonry walls or concrete walls below grade except where an approved vapor retarder is applied
between the wall and the furring strips or framing members.
Section R320 - Protection Against Termites
R320.1 Subterranean termite control - In all of Nassau and Suffolk Counties, methods of
8311.5.2 Headroom -The minimum headroom in all parts of the stairway shall not be less than 6 feet, Protection shall be by chemical soil treatment, pressure preservative treated wood in accordance with
8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface the AWPA standards listed in Section 323. 1, naturally termite resistant wood or physical barriers
of the landing or platform. (such as metal or plastic termite shields), or any combination of these methods.
R311.5.3.1 Riser height - The maximum riser height shall be 8.25 inches. The riser shall be measured
vertically between leading edges of the adjacent treads. The greatest riser height within any flight of CHAPTER 4 - FOUNDATION
stairs shall not exceed the smallest by more than 3/8 of an inch. Section 8402 -Materials
8311.5.3.2 Tread depth -The minimum tread depth shall be 9 inches. The tread depth shabe tC4UL.L - uoncrete - All Compression Strengths for Concrete Basement Walls,
ll Foundation Walls,
measured horizontally between the vertical planes of the foremost projection of adjacent treads and ata Basement Slabs and other Concrete Structures shall comply with Table 8402.2.
right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not
exceed the smallest by more than 3/8 inch. Winder treads shall have a minimum tread depth of 10 Section R403 - Footings
inches measured above at a point 12 inches from the side where the treads are narrower. Winder treads 8403.1 General - All exterior walls shall be supported on continuous solid concrete footings which
shall be of sufficient
shall have a minimum tread depth depth of 6 inches at any point. Within any flight of stairs the design to accommodate all loads according to Section R301 and to transmit the
gieatest winder tread depth at the 12 inch walk line shall not exceed the smallestby more than 3/8 inch. resulting loads to the soil within the limitations as determined from the character of the soil. Footings
inders are pennitted, provided that the width of the tread at a point not more than 12 inches from the shall be supported on undisturbed natural soils or engineered fill.
si e where the treads are narrower is not less than 10 inches and the minimum width of any tread is not
Ile
s than 6 inches. The continuous handrail required by Section R315.1 shall be located on the side R403.1.1 Minimum size - Minimum sizes for concrete footings shall be as set forth in Table R403.1
;viere the tread is narrower.
R311.5.4 Landings for stairways - There shall be a floor or landing at the top and bottom of each
stairway.
Exception: A floor or landing is not required at the top of an interior flight of stairs, provided a door
does not swing over the stairs.
R311.5.6 Handrails - Handrails shall be provided on at least one side of each stairway with two or
more risers. Handrail height, measured above stair tread nosings, shall be not less than 34 inches and
not more than 38 inches. All required handrails shall be continuous the full length of the stairs from a
point directly above the top riser of a flight to a point directly above the lowest riser of the flight.
Ends shall be returned or shall terminate in newel posts or safety terminal. Handrails adjacent to a
wall shall have a space of not less than 1-1/2 inches between the wall and the handrail.
Section R312 - Guards
K312.1 Guards required - Porches, balconies or raised floor surfaces located more than 30 inches
above the floor or grade below shall have guards not less than 36 inches in height. Open sides of
stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not
less than 34 inches in height measured vertically from the nosing of the treads.
R309.2.2 Horizontal Separations - Where horizontal construction is used to separate the garage from R312.2 Guard opening limitations - Required guards on open sides of stairways, raised floor areas,
Section 8303 - Light, Ventilation and Heating the residence or its attic, such construction shall be protected with one layer of 5/8 -inch thick Type -Y., balconies and porches shall have intermediate rails or ornamental closures that do not allow passage
o stile boar > of a sphere 4 inches or more in diameter.
All Residential Construction shall comply with this section when referencing Habitable Rooms (8 /o gyp d, installed in accordance with the requirements of Section R702.3. Openings in
Light & 4% Ventilation), Adjoining Rooms, Bathrooms, Stairway Illumination, Required Glazed horizontal separations shall not be permitted except where the residence is otherwise protected by Section R313 - Smoke Alarms, Automatic Sprinkler Systems and Carbon
vertical separations. Where the horizontal separation is a floor -ceiling assembly the structure p y
Openings and Required Heating( 68 Min.). p g y Monoxide Alarms
supporting the separation shall also be protected by not less than 5/8 -inch thick, Type -X, gypsum 8312.1 Smoke alarms -Single and multiple -station smoke alarms shall be installed in the followin
8303.6 Stair illumination- All interior and exterior stairways shall be provided with a means to board or equivalent. g
locations. 1. In each sleeping room, 2. Outside of each separate sleeping area in the immediate
illuminate the stairs, including the landings and treads. Exterior stairways providing access to a Section 8310 - Emergency Escape and Rescue Openings vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and cellars
basement from the outside grade level shall be provided with an artificial light source located in the 8310.1 Emergency escape and rescue openings required -Basements with habitable spaces and but not including crawl spaces and uninhabited attics. In dwellings or dwelling units with split levels
immediate vicinity of the bottom landing. every sleeping room shall have at least one operable emergency escape and rescue opening. Where and without an intervening door between the adjacent levels, a smoke alarm installed on the upper
emergency escape and rescue openings are provided they shall have a sill height of not more than 44 level shall suffice for adjacent lower level provided that the lower level is less than one full story
Section 8305 -Ceiling Height inches above the floor. below the a er le 1 Wh
8305.1 Minimum Height - Habitable rooms, hallways, corridors, bathrooms, toilet rooms and
laundry rooms shall have a ceiling height of not less than 7 feet. The required height shall be
measured from the finish floor to the lowest projection from the ceiling.
Section R307 - Toilet, Bath and Shower Spaces
R307.1 Space required - Fixtures shall be spaced as per Figure R307.1
WALL ,';rAI a
-4 IN. _ j 4 4 tN.
21 IN
CLEARANCE
15 IN. - }�-
1 1-1 Sl. I inch = 25.4 tete
-,/A LL
2 V _-►{Is-
e li
> IC
LAVATOR! ES
LL
21 IN.
CLEARANCE
WATER CLOSET
OR BIDET
15iN
TUB
WALL WALL
301N.
30 IN t
AKiN. -
2FRONT OF OPENI4 IN. CLEARANCE IN •
NG
S HOt",°ER
V TALL
21 IN.
CLEARANCE
WATER CLOSETS
FIGURE R307.2
MINIf.1UM FIXTURE CLEARANCES
WALL
pp ve . en more than one smoke alarm is required to be installed within an
individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation
R310.1.1 Minimum opening area - All emergency escape and rescue openings, except Grade floor of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible
Openings, shall have a minimum net clear opening of 5.7 Square Feet. Grade floor openings shall have in all bedrooms over background noise levels with all intervening doors closed. All smoke alarms
a minimum net clear opening of 5.0 Square Feet, shall be listed and installed in accordance with the provisions of this code and the household fire
warning equipment provisions of NFPA 72.
8310.1.2 Minimum opening height - The minimum net clear opening height shall be 24 Inches.
R310.1.3 Minimum opening width - The minimum net clear opening width shall be 20 Inches.
R310.2 Window wells - The minimum horizontal area of the window well shall be 9 square feet, with
a minimum horizontal projection and width of 36 inches. The area of the window well shall allow the
emergency escape and rescue opening to be fully opened.
Exception: The ladder or steps required by Section R310.2.1 shall be pennitted to encroach a
maximum of 6 inches into the required dimensions of the window well.
R310.2.1 Ladder and steps - Window wells with a vertical depth greater than 44 inches shall be
equipped with a permanently affixed ladder or steps usable with the window in the fully open position.
Ladders or steps required by this section shall not be required to comply with Sections R311.5 and
R311.6 Ladders or rungs shall have an inside width of at least 12 inches, shall project at least 3 inches
from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the
window well.
Section R311 - Means of Egress
11311.3 Hallways - The minimum width of a hallway shall be not less than 3 feet.
R311.4.1 Exit door required - Not less than one exit door conforming to this chapter shall be
provided from each dwelling unit. The required exit door shall provide for direct access from the
habitable portions of the dwelling to the exterior without requiring travel through a garage.
R311.4.2 Door type and size - The required exit door shall be a side- hinged door not less than 3 feet
in width and 6 feet 8 inches in height.
R311.4.3 Landings at doors - There shall be a floor or landing on each side of each exterior door.
The floor or landing at the exit door required by Section R311.4.1 shall not be more than 1.5 inches
lower than the top of the threshold, The floor or landing at exterior doors other than the exit door shall
not be required to comply with this requirement but shall have a rise no greater than 8.25 Inches
R313.1.2 Power source - The required smoke alanns and carbon monoxide alarms shall receive their
primary power from the building wiring when such wiring is served from a commercial source, and
when primary power is interrupted, shall receive power from a battery. Wiring shall be pennanent
and without a disconnecting switch other than those required for overcurrent protection. Smoke
alarms shall be permitted to be battery operated when installed in buildings within commercial power
or in buildings that undergo alterations, repairs or additions regulated by Section R317.1.1
R313.4 Carbon Monoxide alarms - Carbon monoxide alarms shall be installed in the following
locations: 1. Within each dwelling unit on any story having a sleeping area. 2. On any story of a
dwelling unit where fuel fired appliances and equipment, solid burning appliances and equipment,
fireplaces or attached garages are located. A carbon monoxide alarm installed on any story of a
dwelling unit having a sleeping area shall suffice for that story where fuel fired appliances and
equipment, solid -fuel burning appliances and equipments, fireplaces or attached automotive parking
garages are also located. When more than one carbon monoxide alarm is required to be installed
within an individual dwelling unit, the alarms shall be interconnected in such a manner that the
actuation of one alarm will activate all of the alarms in the individual unit. Carbon monoxide alarms
shall not be located within or near the openings to garages, bathrooms or furnace rooms.
Section R319 - Protection Against Decay
R319.1 Location required - All construction within Nassau and Suffolk Counties is required install
an approved pressure treated lumber or decay resistant heartwood in the following conditions.
1. Wood joists or the bottom of a wood structural floor when closer than 18 inclies or wood girders
when closer than 12" to the exposed ground in crawl spaces or unexcavated area located within the
periphery of the building foundation.
2. All wood framing members that rest on concrete or masonry foundation walls and are less than 8
inches from the exposed ground.
3. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless
separated from such slab by an impervious moisture barrier.
4. The ends of wood girders entering exterior masonry or concrete walls having clearances of less
than 0.5 inches on tops, sides and ends.
5. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less
than 6 inches from the ground.
#4 REIVFORCING
T EAR
181N PAIN.
LN^vTH �
.i , l
18 It., MAX
94 REINFORCING
BAR
18 IN. MIN LERl37H
36 IN MIN
#4 RFiNFORCItdG
EAR
1hiJQ(-,ti 18 IN MIN. LENST14
The mitis: 1m f+w)tin_(- thickne.c. T. in "[egged ares, .hall egos! ti C fiat ir.n [hickn, c in tI1 ne unsleM ed area,
The rcinL,r, ins• Imr .ve in etgTtNI an•a, .hall eyn;d tile' har we in !hose un`upped am,,
A minimum of 3 tnchec of concrete i� regueed around all reinforcing hen,.
FIGURE R403.1.5
Section R404 - Foundation Walls
%-oncrete loundation walls - Concrete foundation walls shall be constructed as set forth in
Tables R404.1.1(2), R404.1.1(3) and R404.1.1(4).
TABLE R401.4.1
PRESUMPTIVE LOAD-BEARING VALUES OF
FOUNDATION MATERIALS'
LOAD-BEARING
PRESSURE I
(pounds pct
CLASS OF tu1ATER'AL
square foot)
(rytalltnc hcdrock
. 1.'..0,1[1
Sed.nlentan_• and Foliated rock
4.11(Ni
a
Sndi gr.t�cl and.'ur (easel tett' attd G►'1-
3,01+!
Sand, silt) ,and. cla\e\ "and. silt' gravel and'
cLa)e}' gra, e{
�.0(1f1
11511', SP, SNI, SC, (IM and GC's
Claes $ands' elav' silty clay, clayey "ilt, "dt
':ind sandv silt
AC'L, MI- NIH and Cl1)
Fur 5l: !pound per syu:ttc tout o O.fi.}�„ kN'tn'.
a. 1i'}1rn,�il testi ar: ('egos; r,l',� Section kS+ll s, the aI!„p,
atilt hrinn`• cal,ar-
iti,, of the ,r,il ,hal! he p,:rt tit th reromnx nd, hums
!,. `.1'h:re i t-I,Lu'r• xn}+ aide an albw.:d•k' heats[ s t':•},aa'ifc
n' (r„ tt; �n i S(H'
p,f are h6..h G, h�• p•r.ent:a tie_ ti:e. the diI„t„t! )�• b. -:coag
cat ;r. ih ,Fall �•
dc-tc'rmincd h, it ,oi',, ircc,u,•.inon.
JR
4v4.l.o riteight alcove finished grade - Concrete and masonry foundation walls shall extend above
the finished grade adjacent to the foundation at all points a minimum of 4 inches where masonry
veneer is used and a minimum of inches elsewhere.
R404.1.7 Backfill placement - Backfill shall not be placed against the wall until the wall has
sufficient strength and has been anchored to the floor, or has been sufficiently braced to prevent
damage by the backfill.
Section R405 - Foundation Drainage
R405.1 Concrete or masonry foundations - Drains sball be provided around all concrete and
masonry foundations that retain earth and enclose habitable or usable spaces located below glrade.
Drainage tiles, gravel or crushed stone drains, or perforated pipe shall be installed at or below the area
to be protected and shall discharge by gravity or mechanical means into an approved drainage system.
Gravel or crushed stone drains shall extend at least 1 foot beyond the outside edge of the footing and
6 inches above the top of the footing and be covered with an approved filter membrane material. The
top of open joints of drain tiles shall be protected with strips of building paper, and the drainage tiles
or perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock as least
one sieve size larger than the Ile joint opening or perforation and covered with not less than 6 inches
of the same material.
Section R406 - Foundation Waterproofing and Dampproofing
R4061 Concrete or masonry foundation dampproofing - Foundation walls that retain earth and
enclose habitable or usable spaces located below grade shall be dampproofed from the top of the
footing to the finished grade. Masonry walls shall have not less than 3/8 inch portland cement
parging applied to the exterior of the wall. The parging shall be dampproofed with a bituminous
coating or 3 pounds per square yard of acrylic modified cement or 1/8 inch coat
of surface -bonding
mortar complying with ASTM C 887 or any other material permitted for waterproofing in Section
R406.2. Concrete walls shall be dalnpproofed by applying any one of the above listed dampproofing
materials or any one of the waterproofing materials listed in Section R406.2 to the exterior of the
wall.
n
EA
0
a
TIIESE PLAN
INSTRUMENT 1
AND ARE TI IE
OF THE EN
ALTERATION C
TO THESE, PI
VIOLATION C
7209 OF TIIE Z
STATE EDUCE?
Section R408 - Under -Floor Space
408.1 Ventilation - The under -floor space between the bottom of the floor and the earth under any
building (except space occupied by a basement or cellar) shall be provided with ventilation openings
through foundation walls or exterior walls. The minimum net area of ventilation openings shall not
be less than 1 square foot for each 150 square feet of under -floor space area. One such ventilation
opening shall be within 3 feet of each corner of said building.
R408.3 Access - Access shall be provided to all under -floor spaces. Access openings through the
floor shall be a minimum of 18 inches by 24 inches. Openings through a perimeter wall shall be 16
inches by 24 inches. When any portion of the through wall access is below grade, an areaway of not
less than 16 inches by 24 inches shall be provided. The bottom of the areaway shall be below the
threshold of the access opening. Through wall access openings shall not be located under a door to
the residence.
CHAPTER 5 - FLOORS
Section R502 - Wood Floor Framing
R502.1 Identificatiion - Load-bearing dimension lumber for joists, beams and girders shall be
identified by a grade mark of a lumber grading or inspection agency that has been approved by an
accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of inspection
issued by a lumber ;grading or inspection agency meeting the requirements of Section R502 - Wood
Floor Framing. All framing in these construction drawings is assumed to be Douglas Fir Larch
No. 2 with an E value of 1,600,000 psi and an Fb value of 875 psi. unless noted otherwise.
R502.6 Bearing - The ends of each joist, beam or girder shall have not have less than 1.5 inches of
bearing on wood or metal and not less than 3 inches on masonry or concrete except where supported
in a 1 inch by 4 inch ribbon strip and nailed to the adjacent stud or by the use of approved joist
hangers.
R502.7 Lateral restraint at supports - Joists shall be supported laterally at the ends by full -depth
solid blocking not less than 2 inches nominal in thickness; or by attachment to a header, band, or rim
joist, or to an adjoining stud; or shall be otherwise provided with lateral support to prevent rotation.
R502.7.1 Bridging - Joists exceeding a nominal 2 by 12 shall be supported laterally by solid
blocking, diagonal bridging (wood or metal), or continuous 1 inch by 3 inch strip nailed across the
bottorn of joists perpendicular to joists at intervals not exceeding 8 feet.
R502.8 Drilling and notching - Structural floor members shall not be cut, bored or notched in excess
of the limitations specified in Figure R502.8.
--------
!
L ------ _t
{. L'a -
i4v;A t n.l I
_♦ _ f
LC.c 4AAX-
N:J NOTC-_S 1y; 7D
i PER :'T'FO -' _1. ' �( 3r,•.ti(
1--1
_J(
(_D•R MAx y
OF SUPPORTS
FLOOR,10117 CFN7FRCUiS
MATERIAL ANO FASTENERS""I
I I
I I DA MAX
w
II - o
J
1-r14 MAX.
1 1 �
I i
I I
WO
FLOOR JOIST --F'41) CUTS
MAX D FROM
SUPPORT
N01.11NAL
SHEATHING
Wood or wood
Fiberboard
Gypsum
I plastic
W
!rC
THICKNCS ;a i JOINT
^� D 3 01'14;•: -
I 1
sheathing Into
sheathing into
sheathing Direct to
�
Ri FTERrC FILING JO1'1TS ( PRV 7 1)
SIDING 61ATERIAL
(inches) { TPEATA,Ff1T
�'
01 MAX
sheathing
- -
0 i?,I nail
stud
01?0[fail
stud
(11-'O nail
I '
! offat
-
i
/
I- FIE OR CONCJ:T
`
2 I MINI FR';1., TOP
AND POTTOM OF J IST
t C IACTJA! DFPTHt
F •f SI I in, h - 25 l inn,
W
FIGURE R502.8
CUTTING, NOTCHING AND DRILLING
R502.9 Fastening - Floor fi-aming shall be nailed in accordance with Table 602.3(1) Where posts
and beams or girder construction is used to support framing, positive connections shall be provided to
ensure against uplift and lateral displacement.
Section R506 - Concrete Floors (On Ground)
R506,1 General - Concrete slab -on -ground floors shall be a minimum 3.5 inches thick. The
specified compressive strength of concrete shall be as set forth in Section R402.2.
R506.2.1 Fill - Fill material shall be free of vegetation and foreign material. The fill shall be
compacted to assure uniform support of the slab, and except where approved by a registered design
professional, the fill depths shall not exceed 24 inches for clean sand or gravel and 8 inches for earth.
R506.2.2 Base - A 4 -inch -thick base course consisting of clean graded sand, gravel, crushed stone or
crushed blast -furnace slag passing a 2 -inch sieve shall be placed on the prepared subgrade when the
slab is below grade.
R506.2.3 Vapor retarder - An approved vapor retarder with joints lapped not less than 6 inches
shall be placed between the concrete floor slab and the base course or the prepared subgrade where
no base course exists.
CHAPTER 6 - WALL CONSTRUCTION
Section R602 - Wood Wall Framing
R602.1 Identificatiion - Load-bearing dimension lumber for wood wall construction shall be
identified by a grad!, mark of a lumber grading or inspection agency that has been approved by an
accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of inspection
issued by a lumber grading or inspection agency meeting the requirements of Section R502 - Wood
Floor Framing. All framing in these construction drawings assumed to be Douglas Fir Larch
No. 2 with an E value of 1,600,000 psi and an Fb value of 875 psi. unless noted otherwise.
R603.7 Structural sheathing - Wall sheathing requirements & attachment shall conform to AF&PA
WFCM-2001 Tables 3.11, 3.13A.
Section R613 - Exterior Windows and Glass Doors
R613.4 Wind-borne debris protection - Protection of exterior windows and glass doors in building
located in hurricane -prone regions from wind-borne debris shall be in accordance with Section
R301.2.1.2.
R613.5.1 Anchoring requirements - Window and glass door assemblies shall be anchored in
accordance with published manufacturer's recommendations to achieve the designed pressure
specified.
Section R703 - Exterior Coverings
R703.1 General - Exterior walls shall provide the building with a weather -resistant exterior wall
envelope. The exterior wall envelope shall include flashing as described in Section R703.8. The
exterior wall envelope shall be designed and constructed in such a manner as to prevent the
accumulation of water within the wall assembly by providing a water -resistive barrier behind the
exterior veneer as required by Section R703.2.
R703.2 Weather -resistant sheathing paper - Asphalt -saturated felt free from holes and breaks,
weighing not less than 14 pounds per 100 square feet and complying with ASTM D 226 shall be
applied over studs or sheathing of all exterior walls as required by Table R703.4. Such felt or
material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2
inches. Where joints occur, felt shall be lapped not less than 6 inches.
5_r�>
R703.4 Attachments - Unless specified otherwise, all wall coverings shall be secufe-ly fastened�itt)
accordance with Table R703.4 or with other aluminum, stainless steel, zinc -coated c other
corrosive -resistive fasteners. NOV 12 2019
TABLE R703.4
L7__0fi1T!'� Boa
WEATHER -RESISTANT SIDING ATTACH1,1ENT AND MINIMUM THICKNESS
1--1
_ TYPE
OF SUPPORTS
FOR THE SIDING,
MATERIAL ANO FASTENERS""I
b••,i
w
z
Qz
WO
�)
Foam
N01.11NAL
SHEATHING
Wood or wood
Fiberboard
Gypsum
I plastic
W
!rC
THICKNCS ;a i JOINT
PAPER
3fructurAl pnoet
sheathing Into
sheathing into
sheathing Direct to
�
11 Numh-r or spacing !
SIDING 61ATERIAL
(inches) { TPEATA,Ff1T
�'
j REQUIRED
-
i-
sheathing
- -
0 i?,I nail
stud
01?0[fail
stud
(11-'O nail
into stud studs
� 0.I2t1 tint
! offat
-
i
----i'--
--
I
N
O
W
I'! ton'_
,..ionP
•.
? h,t1n
11.,11' a.!ovrd
U
iH,,rinontad
{ i1,11!sU+,rt
Z
0 1?i) nail
U I20nml
O I_`0 flaiI
0.120 Not
f
car,, a,+nad
ahnninutri
�\
• ,
No
I'; " lone
11 ,"!,,nc
.'" I„r, •
n.n!' ;It!,,ard
•(�,�i iia:.
1�
0019
1.,
( 0.120IlaiI
1) 120 nail
"lois
I 012(?nail
it -120
11.1 ?It nail
~
No
W44
a
in,rlarh,rT
it
{---I
1'l," hin:•
,'i
j 2'd."hin_•
nail'
i'/." I„ria
W
Bri(1. xt•tH •C'r'
U
N
i
H
Cen.rele ma,orri,
Secti,•n 8701
1'c: !Note nu'
Ser Srciir,n 8701 an'I f irnrc R7(': 7'
,n:cr
i
'/
Sir R I -i)" 2
Nr,I01, Nlilp t, N1,tp U
N.`te 0 NV[_ U I
J
r,l nil +01:11'-\OItIC31
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i 11 rdl, ,ar,f Sidin•
i •
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No,. t 4
Not• c{
Note 9
Note t1
...-.
Noli ( 1
N ,Ie (I
Ne'fC t T
Note t !
Carni a++nld
' L:ri ,nl:m•.11ortr+,ata!
No,:- r
{ Ye,
Note y
Not! q
0.I 13 rail
0 ! 13
Not
C,Itne :I, +tuts
itccl
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,"
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yr, ('+:,,tr inl
See Se\1t„•)
R'.i1. and
T,•�,:re 11 101.7'
Note V
No 10 p
6,d ha,1 n'i:I (Nd ho" nAl i Ad I„'x rail
hat nail'
6d t • x nail.!
J; not 6" i n 1 r I"'.
l'a tictchoard par,: k
!
allo\t rd 1 (
).
-_�
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NI hnx flai) +
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!, '
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/.
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No0. r
,,•
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!),1 11 rdil °'/."I
1) O')') nail ,"
I),I 1;
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0i fill cd^r,
Ic\teriorcraJrt
nail'
nail-]'"
!
r
1 1 ?I) nail 1'(."
(1 I _'0 nAl '"
(t I ?0 n.n1 ?" !
11. 1211
Nat
S line a, stud
�'in� l +idine'
0 0+> 1a;1
K''
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n n!"
ll lowed
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11 "x>tl' Ru,[le. drop 'I \1,11 I I.^I I, No
Face n.li!,n,• 1,!, r„
i i
6'" \+iJth,, i r.nl
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ship! 1r---
n 1 j 1
I r I-artn_': s"
'
--
-- I 1 al' No 1 .INICnrr penetration into stud -1"
,i
nail- -_ /
\c,c4h, and neer, i
Rr'.rl l
t a pie 2"
� nail, i,rr
!Ti'.r1 tt p a i I.ap � No
Y
hc.u'i n t,
hk!r L•1rn•nt p:r,' I Yr, b:! ion n,io1; fol curro,irin 6J corr"ion
6" tic on cit^re.
ccl-ro,irn
I,.,11nn
NotCt
diel i i N, t: y re+nt.mr nail' rr,i,i.tnt nsit rr,i,tanr nail'
rr,,,tant
intrrn)cd. +Ind,
I
i
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i iter ceniont Lir +Ir11ni' Note N
ri,i,(.tn! No,o x
- i NntC } rC:,,l,,nt n,r:I re,t,tanr r.:n1' resivan! mai)
:
, _f
I or til: I Inch -'_?.-f n•rn.
, f .S ' ' � a r h, 1thn:^
tti' • , : 1, • ,�, • �, n, h„ 1,idin:• ,hat': he a h, 1 t
a.I3.'^..,u,t1.,':, � (,' ^,Isis -enter 1crl.tr, a,\. ,.c1_ (
t+. , i t1,,�•l', 1 incl, _•tx 1
i is
a n cd n•r that . aCu,e
fir r ,
h Nail i, a 1•.•neral L-cription ar!J ,hail t 'T ^-h: a,1, modified round head. or round h,a^i N Wl +n:IXIth lir d: f 1'n,c•d ,hAlIkS.
staple, ,hall have a Inin'GIrt11, ern\ n u idth r( 7/l,, inch OUt,ide Jl:ueeler and hr manutactiii-ed (if minrrnurl No. I1�
f'1ee txirC
,l- nail, tit +t,ipIcN ,1: Ili hr a!vmimint, s.,h, III/ed. of n„t-pre\er.tivr mated and ,h,,li be driven into the 11 LI, 1"r f!I"!I,.
d or 2N'P,unl haCLi^ e
•, r\Ilrl,inurr nail, ,11,1111„ u,rd to att,:eh ahnflir.u,t, sidn!_•.
Allmlinum 10 (�) im, it S11a11 hP unba'-1cti C',1\' \\ bin the maximi m, pm) \\ idol, i, 10 nwhl + an,l 1110 11) t-61rinn t1:it a1r0::
1, 8 11:.11,•,. Ili,, o,le rate e for :l1U11,1nnn\
!din^ ,11.1!1 N' fn W2 ire° (If file nr,:•un.11 din,en,ion
It1M,a`ti,orp.lnel, acrearphodox'fir sheathin,fira Ue.,ther-re+Ctant ntClr.hr.irr. l,oipit, rlr •J not be Ire"lord. (1li7a'r\\i,e• I,r•rl;c.II)t,;nt,+luille,l'i
cif al,til,l, :1^:ll,eit,t-
ered N;th hat+r n, or Ir• lappe.l.
'1. All arta: hmcstc Om!l N coated tt ith a corr,+ion-rc6,ti\e matin^.
F Sh::l! fv of :lpproveil tvrc.
CHAPTER 8 - ROOF -CEILING CONSTRUCTION
Section R802 - Wood Roof Framing
R802.1 Identification - Load-bearing dimension lumber for wood roof -ceiling construction shall
be identified by a grade mark of a lumber grading or inspection agency that has been approved by
an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of
inspection issued by a lumber grading or inspection agency meeting the requirements of Section
R502 - Wood Floor Framing. All framing in these construction drawings assumed to be
Douglas Fir Larch No. 2 with an E value of 1,600,000 psi and an Fb value of 875 psi. unless
noted otherwise.
R802.2 Design and Construction - Roof -ceilings shall be designed and constructed in
accordance with AF&PA/WFCM-2001 and ASCE 7.
R802.3 Framing details - Rafters shall be framed to ridge board or to each other with a gusset
plate as a tie. Ridge board shall be at least cinch nominal thickness and not less in depth than the
cut end of the rafter. At all valleys and hips there shall be a valley or hip rafter not less than 2
inch nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters
shall be supported at the ridge by a brace bearing partition or be designed to carry and distribute
the specific load at that point. Where roof pitch is less than 3 units vertical in 12 units horizontal,
structural members that support rafters and ceiling joists, such as ridge beams, hips and valleys,
shall be designed as beams.
R802.6 Bearing - The ends of each rafter or ceiling joist shall have not less than 1.5 inches or
bearing on wood or metal and not less than 3 inches on masonry or concrete.
1111.
2.7 Cutting and notching - Structural roof members shall not be cut, bored or notched in
.ss of limitations specified in this section.
R 02.7.1 Sawn Lumber - Notches in solid lumber joists, rafters and beams shall not exceed one
6 Appea h of the depth of the member, shall not be longer than one-third of the depth of the member
and shall not be located in the middle one-third of the span. The tension side of members 4
inches or greater in nominal thickness shall not be notched except at the ends of the members.
The diameter of the holes bored or cut into members shall not exceed one-third the depth of the
member. Holes shall not be closer than 2 inches to the top or bottom of the member, or to any
other hole located in the member. Where the member is also notched, the hole shall not be closer
than 2 inches to the notch.
R703.5 Wood shakes and shingles - Wood shakes and shingles shall conform to CSSD Grading
Rales for Wood Shakes and Shingles.
R703.5.1 Application - Wood shakes or shingles shall be applied either single -course or double
course over nominal 1/2 inch wood -based sheathing or to furring strips over 1/2 inch nominal
nonwood sheathing. A weather -resistant permeable membrane shall be provided over all sheathing,
with horizontal overlaps in the membrane of not less than 2 inches and vertical overlaps of not less
than 6 inches. Where furring strips are used, they shall be 1 inch by 3 inches or 1 inch by 4 inches
and shall be fastened horizontally to the studs with 7d or 8d box nails and shall be spaced a distance
on center equal to the actual weather exposure of the shakes or shingles, not to exceed the maximum
q P g
exposure specified in Table R703.5.2. The spacing between adjacent shingles to allow for expansion
shall not exceed 1/4 inch, and between adjacent shakes it shall not exceed 1/2 inch. The offset
spacing between joints in adjacent courses shall be a minimum of 1 1/2 inches.
TABLE R703.5,2
MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSAbC
�- (Dimensions are in inches)
LENGTH EXPOSURE FOR SiNGLE COURSE EXPOSURE FOR DOUF3LE COURSE
shinrle,�^
16
iS
2.1
Sh;t1,c,"
1,4
24
For SII inch - 25.4 man.
a. 1)ut,emion, rken are for No. I grade.
r A IIIA ,111111111 10 inch rxpn+urc i+ perm !ted for No. 2 Pradc.
A n' n inillm I I -inch ex o%nri- IN poriniffiIii for N., ,-r, fI-
711: 121,
S1/: I.1
1111, 16
t/= 1.1
R802.7.2 Engineered wood products - Cuts, notches and holes bored in laminated veneer
lumber, glue -laminated members or I joists are not permitted unless the effect of such
penetrations are specifically considered in the design of the member.
R802.8 Lateral support - Rafters and ceiling joists having a depth -to -thickness ratio exceeding 5
to 1 based on nominal dimensions shall be provided with lateral support at points of bearing to
prevent rotation.
R802.11.1 Roof tie -down - Roof assemblies subject to wind uplift pressures of 20 Lbs per Sq. Ft.
or greater, as established in Table R301.2(2), adjusted for height and exposure per Table
R301.2(3), shall have rafter or truss ties provided at bearing locations in accordance with Table
R802.11. A continuous load path shall be provided to transmit the uplift forces from the rafter or
truss ties to the foundation. Wind uplift pressure on roof assemblies shall be determined using an
effective wind area of 100 Sq. Ft. and Zone 1 in table R301.2(2).
Section R803 - Roof Sheathing
R803.1 Lumber sheathing - allowable spans for lumber used as roof sheathing and the
attachment there of shall conform to AF&PA WFCM-2001 Tables 3.10, 3.12A, 3.1213
CHAPTER 9 - ROOF ASSEMBLIES
Section R905 - Requirements for Roof Coverings
R905.2 Asphalt Shingles - The installation of asphalt shingles shall comply with the provisions of
this section.
R905.2.2 Slope - Asphalt shingles shall only be used on roof slopes of two units vertical in 12 units
horizontal or greater. For roof slopes from two units vertical in 12 units horizontal up to four units
vertical in 12 units horizontal, double underlayment application is required in accordance with
Section R905.2.7.
R905.2.3 Ilnderlayment - Unless otherwise noted, required underlayment shall conform with ASTM
D 226, Type I, or ASTM D 4869, Type I. Self -adhering polymer modified bitumen sheet shall
comply with ASTM D 1970.
R905.2.4 Asphalt shingles - Asphalt shingles shall have self -seal strips or be interlocking, and
comply with ASTM D 225 or D3462. Asphalt shingles shall to certified to withstand 110 mph basic
wind speed.
R905.2.5 Fasteners - Fasteners for asphalt shingles shall be galvanized steel, stainless steel,
aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/8" inch diameter head,
ASTM F 1667, of a length to penetrate through the roofing materials and a minimum of 3/4 inch into
the roof sheathing. Where the roof sheathing is less than 3/4 inch thick, the fasteners shall penetrate
tlirough the sheathing. Fasteners shall comply with ASTM F 1667.
R905.2.6 Attachment - Asphalt strip shingles shall have the number of fasteners required by the
manufacturer to withstand a basic wind speed of 110 mph. Fastening method shall be tested in
accordance with ASTM D 3161, modified to use a wind speed of 110 mph.
R905.2.7 Underlayment application - For roof slopes fiom two units vertical in 12 units horizontal
up to four units vertical in 12 units horizontal, underlaymnet shall be two layers applied in the
following manner. Apply a 19 inch strip of underlayment felt parallel with and starting at the eaves,
fastened sufficiently to hold in place. Starting at the eave, apply 36 inch wide sheets of PART VII -PLUMBING
underlayment, overlapping successive sheets 19 inches, and fastened sufficiently to hold in place.
For roof slopes of four units vertical in 12 units horizontal or greater, underlayment shall be one layer All Plumbing Systems & Fixtures, Water Heaters, Water Supply and Distribution, Sanitary Drainage,
applied in the following manner. Underlayrnent shall be applied shingle fashion, parallel to and Vents, and Traps must comply with and be installed in accordance with Part VII -Plumbing of the
starting from the eave and lapped 2 inches, fastened sufficiently to hold in place. End laps shall be Residential Code of New York State.
offset by 6 feet. PART VIII - ELECTRICAL
All electrical work must conform to N.F.P.A. 70-1999 and be installed in accordance with Part VIII -
R905.2.7.1 Ice protection - In all of Nassau and Suffolk County an Ice barrier that consists of a least Electric of the Residential Code of New York State. The inspection Agency providing the electrical
two layers of underlayment cemented together or of aself-adhering polymer modified bitumed certificate must certify that all electrical work has been installed in accordance with these Codes.
together or of a self -adhering polymer modified bitumen sheet, shall be used in lieu of normal
underlayment and extend from the eave's edge to a point 24 inches inside the exterior wall line of the
building.
R905.2.8.1 Base and cap flashing - Base and cap flashing shall be installed in accordance with
manufacturers installation instructions.
R905.2.8.2 Valley flashing -
Valley flashing shall be installed inaccordance with manufacturer's
installation instructions before applying shingles.
R905.2.9 Application - Mineral -surface roll roofing shall be installed in accordance with the
Residential Code of New York State or the Manufacturer's Specifications, whichever is greater.
CHAPTER 11 - ENERGY EFFICIENCY
Section N1102 - Building Envelope
N1102.1 Thermal performance criteria - The minimum required insulation R -value or maximum
required U -factor for each element in the building then -nal envelope (fenestration, roof/ceiling, opaque
wall, floor, slab edge, crawl space wall and basement wall) shall be in accordance with the criteria in
Table N1102.1 or Table N1101.3.5 for electric resistance heat.
One -and -two-family dwellings, with greater than 15 -percent glazing area; townhouses, with greater
than 25 -percent glazing area; and any residential building in climates with HDD equal to or greater
than 13,000; shall detennine compliance using the building envelope requirements of the Energy
Conservation Construction Code of New York State.
PART V - Mechanical
All Mechanical Systems, Heating and cooling equipment, Exhaust systems, Duct systems,
Combustion air, Chimneys and vents, Special fuel -burning equipment, Boilers/water heaters,
Hydronic piping, Special piping and storage systems and Solar systems must comply with and be
installed in accordance with Part V - Mechanical of the Residential Code of New York State.
CHAPTER 13 - GENERAL MECHANICAL SYSTEMS
REQUIREMENTS
Section M1305 - Appliance Access
M1305.1 Appliance access for inspection, service, repair and replacement - Appliances shall be
accessible for inspection, service, repair and replacement without removing permanent construction.
Thirty inches of working space shall be provided in front of the control side to service an appliance.
Room heaters shall be permitted to be installed with at least an 18 -inch working space. A platform
shall not be required for room heaters.
M1305.1.2 Appliances in rooms - Appliances installed in a compartment, alcove, basement or
similar space shall be accessed by an opening or door and an unobstructed passageway measuring not
less than 24 inches wide and large enough to allow removal of the largest appliance in the space,
provided that a level service space of not less than 30 inches deep and the height of the appliance, but
not less than 30 inches, is present at the front or service side of the appliance with the door open.
M1305.1.3 Appliances in attics - Attics containing appliances requiring access shall be provided
with an opening and a clear and unobstructed passageway large enough to allow removal of the
largest appliance, but not less than 30 inches high and 22 inches wide and not more than 20 fleet in
length when measured along the centerline of the passageway from the opening to the appliance. The
passageway shall have continuous solid flooring in accordance with Chapter 5 not less than 24 inches
wide. A level service space at least 30 inches deep and 30 inches wide shall be present along the sides
of the appliance where access is required. the clear access opening dimensions shall be a minimum of
20 inches by 30 inches, where such dimensions are large enough to allow removal of the largest
appliance.
M1305.1.4 Appliances under floors - Underfloor spaces containing appliances requiring access shall
be provided with an unobstructed passageway large enough to remove the largest appliance, but not
less than 30 inches high and 22 inches wide. A level service at least 30 inches deep and 30 inches
wide shall be present at the front or service side of the appliance.
Section M1306 - Clearances from Combustible Construction
M IJU6.1 Appliance clearance - Appliances shall be installed with the clearances from unprotected
combustible materials as indicated on the appliance label and in the manufacturer's installation
instruction.
M1306.2 Clearance reduction - Reduction of clearances shall be in accordance with the appliance
manufacturer's instructions and Table M1306.2
TAP.LE 1,113015.2
REDUCTION OF CLEARANCES WITH SPECIFIED FOPIIS OF PROTECTIONa°=de''''
WHERETHC PCQUInrD CLE APANC.F WITH NO rROTCCTION PROM APPLIANCE,
_ -VENT CONNFCTO_R_, OR SINGLE WALL METAL PIPE !S
hes
3�inches 1S inc12 inches __ 9in"- - 61ches tI
TYPE OF PROTECTION APPLIcn To Allow,hle clearances with specified protection (Inrhes)' !
AND COVFR:N , ALL SURFACES OF Use column 1 for clearances atwva an apphantx or horizontal connector
COAiPUST19LE s7 A` EniAl Ni:TH11J THE Use Column 2 in, Uearanres troo an apnhanre, vert�ra! connector and sintt'e wait metal pipe 1
DISTANCE SF_CIr;ED AS THE ---
RFOUIRED CLEARANCE WITH NO Sides and Sides and Sides and Sides and ! Sides Sort'
PROTECTION [SEE Figure, M13C6.1 and Above rear Above mar Aboce rear Above rear Above rear
M1306.2) _- column 1 column 2 column 1 column 2 column 1 rnlumn 2 f co#amn 1 column 2 column ll column 2
-- - _ _
., m.h ihf:A m:,,,nr\ uai!
uf!hou[lanu}.na•d:tr,p.i,. � _-- _ ___-- -- _
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ur
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NAME
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3 1/2" x l l 7/8" PARALAM
LINE OF WALLS ABOVE
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4"x6" WOO
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WWF. OVER 6 MIL. POLY. VAPOR
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STONE BASE ON COMPACTED
FILL
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SCALE: 1/4"=V-0"
STRUCTURAL NOTE: KITCHEN EXHAUST FAN NOTE:
DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE EXHAUST HOOD AT KITCHEN FOR EQUIP.
STRUCTURAL MEMBERS (TYP.) EXHAUST. PROVIDE MIN. 100 CFM EXHAUST FAN.
DOOR JAMB NOTE:
DOOR JAMBS TO BE LOCATED 4" MINIMUM OFF WALL AND
8" TYP. UNLESS OTHERWISE NOTED OR DIMENSIONED.
PROVIDE DOOR STOPS AT ALL DOORS AS REQ'D.
DOOR AND HARDWARE NOTE:
CONTRACTOR TO PROVIDE AND INSTALL ALL NEW
DOORS AS SHOWN ON THE DRAWINGS. PROVIDE AND
INSTALL ALL HARDWARE AS SELECTED BY OWNER.
CONTRACTOR TO REVIEW THE SIZE, STYLE & TYPE
WITH OWNER PRIOR TO PLACING ORDER.
(NOTE: DOORS TO BE SOLID -CORE RAISED PANEL)
TYP. CEILING
CONSTRUCTION:
1/2" GYP. BD OVER CEILING JOISTS.
4"x6" WOOD
POST
NEW BILCO DOOR WITH
MANUFACTURER PROVIDED NEW
BILCO STAIRS
1
(j
PROVIDE FIBERGLASS PAN w/
FLOOR DRAIN FOR WASHING
MACHINE
TYP. INTERIOR WALL
CONSTRUCTION:
ONE LAYER OF 1/2" GYPSUM WALL
BOARD ON EACH SIDE OF 2"x4"
STUDS @ 16" O.C. w/2"x4" SOLE
PLATE AND (2) 2"x4" TOP PLATES
NEW EGRESS WINDOW, SEE DETAIL
2/A-103 FOR ADDITIONAL INFORMATION.
4"x3"x3/16" HSS
EXISTING EXTERIOR WALL:
INSTALL NEW SIDING, OVER
HOUSEWRAP ON EXISTING
SHEATHING.
EMERGENCY ESCAPE WINDOWS:
EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR
WINDOW AND DOOR NOTE:
CONTRACTOR IS TO VERIFY THE SIZE, STYLE &
MANUF. OF ALL NEW WINDOWS AND DOORS WITH
THE HOMEOWNER PRIOR TO ORDERING AND BEFORE
THE START OF ANY CONSTRUCTION.
OPENING OF 5.7 SQ. FT., MINIMUM HEIGHT OF ROUGH OPENING NOTE:
24" AND MINIMUM WIDTH OF 20", 5.0 SQ. FT CONTRACTOR IS TO VERIFY THE ROUGH OPENING
FOR FIRST FLOOR WINDOWS OPENING ONTO GRADE. SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS
WITH THE MANUFACTURER' SPECIFICATIONS
PANTRY SHELVING NOTE:
CONTRACTOR TO PROVIDE FIVE ADJ. 3l4" PLYWD. FLOOR SADDLE NOTE:
SHELVES w/ MELAMINE FINSH AS INDICATED ON PROVIDE SADDLES BETWEEN ALL CHANGES IN
THE FLOOR PLANS. SHELVES TO BE SET ON FLOORING MATERIAL (TYPICAL)
ADJUSTABLE STANDARDS. M.S. = MARBLE SADDLE / W.S. = WEATHER STRIP
SMOKE DETECTORS NOTE:
PROVIDE SMOKE DETECTORS AS PER THE RES.
CODE OF NEW YORK STATE INTERCONNECTED AND
HARDWIRED TO ELECTRIC PANEL
SOUND ATTENUATION BLANKET NOTE:
CONTRACTOR TO PROVIDE SOUND
ATTENUATION BLANKET AROUND ALL
BATHROOM/POWDER ROOM WALLS.
LEGEND
NAME
WALL CONSTRUCTION
PRODUCT
BRICK VENEER
SQ. FT.
BEARING WALL
REMARKS
LINE OF WALLS ABOVE
W M
DOOR TO BE INSTALLED
F I
EXHAUST FAN, 75 CFM
SO
HARDWIRED SMOKE DETECTOR
CM
CARBON MONOXIDE DETECTOR
O
WOOD POSTS
POSTS FROM ABOVE
M.S.
MARBLE SADDLE
W.S.
WEATHER STRIP
WINDOW/SLIDING DOOR SCHEDULE
NAME
MANUF
PRODUCT
SIZE
SQ. FT.
SQ. FT.
REMARKS
SERIES WITH
W M
a
O
GLASS
VENT
U
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A
ANDERSON 400
TW2432
2'-5 5/8" x 3'-4 7/8"
W
DOUBLE HUNG WINDOW
PROTECTION
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caw
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ANDERSON'A'
STORMWATCH
2'-7 1/4" x l'-7 1/4"
BASEMENT AWNING WINDOW
SERIES WITH
PROTECTION
B
ANDERSON 400
TW30410
T-1 5/8" x 5-0 7/8"
DOUBLE HUNG WINDOW
PROTECTION
SERIES WITH
^'
M
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STORMWATCH
o
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PROTECTION
M
C
ANDERSON 400
A51
4'-11 7/8 x 2'-0 1/8"
AWNING WINDOW
SERIES WITH
O
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STORMWATCH
o
NQH
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W
PROTECTION
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STATIONARY FRENCHWOOD GLIDING PATIO DOOR
SERIES WITH
2968-S
STORMWATCH
PROTECTION
E
ANDERSON'A'
FWGD
5'-11 1/4" x 6'-7 1/2"
FRENCHWOOD GLIDING PATIO DOOR
SERIES WITH
6068
STORMWATCH
PROTECTION
F
ANDERSON 400
G55
4'-11 1/4" x 4'-11 1/4"
GLIDING WINDOW, EGRESS WINDOW
SERIES
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JOISTS AT
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CLOSET SHELVING NOTE:
CONTRACTOR TO PROVIDE A 1.1/4" DIA. OAK POLE
@ 5'-0" H. A.F.F. & A 3/4" PLYWOOD SHELF
w/OAK VENEER & HARDWOOD EDGE @ 6'-0" A.F.F.
FOR ENTIRE LENGTH OF CL.
LINEN CLOSET SHELVING NOTE:
CONTRACTOR TO PROVIDE FIVE ADJ. 3/4" PLYWD.
SHELVES W/ MELAMINE FINISH. SHELVES TO BE
SET ON ADJUSTABLE STANDARDS.
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11 5'-7„
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22'-5"
12'-8"
NEW WOOD MOLDING NOTE:
ALL NEW WOOD BASE, DOOR TRIM, WINDOW TRIM
AND ALL TRIMMED OPENINGS TO MATCH EXISTING
WOOD TRIM. REVIEW WITH OWNER ALL AREAS
TO RECEIVE WOOD TRIM.
EXISTING EXTERIOR WALLS:
REMOVE EXISTING SIDING AND INSTALL NEW TYVEK
VAPOR BARRIER AND SIDING (SEE ELEVATIONS)
OVER EXISTING SUBSTRATE SHEATHING.
CONTRACTOR IS TO VERIFY THAT THE CONDITION OF
THE EXISTING SHEATHING IS SUITABLE TO REMAIN
AND NOTIFY ARCHITECT.
PAINTING NOTE:
ALL NEW WALLS AND CEILINGS TO BE
PAINTED (THREE COAT JOB), COLORS TO BE
SELECTED BY OWNER
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STRUCTURAL MEMBERS (TYP.) CODE OF NEW YORK STATE INTERCONNECTED AND
HARDWIRED TO ELECTRIC PANEL
DOOR JAMB NOTE:
DOOR JAMBS TO BE LOCATED 4" MINIMUM OFF WALL
UNLESS OTHERWISE NOTED OR DIMENSIONED. PROVIDE
DOOR STOPS AT ALL DOORS AS REQ'D. STOPS TO BE
SELECTED BY OWNER
DOOR AND HARDWARE NOTE:
CONTRACTOR TO PROVIDE AND INSTALL
NEW DOORS AS SHOWN ON THE DRAWINGS.
PROVIDE AND INSTALL ALL HARDWARE AS
SELECTED BY OWNER. CONTRACTOR TO
REVIEW THE SIZE, STYLE & TYPE WITH
OWNER PRIOR TO PLACING ORDER.
RECEIVED
NOV 12 2019
Zoning Board Of Appeals
4'-4"
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A-301 <A-301/
WINDOW AND DOOR NOTE:
CONTRACTOR IS TO VERIFY THE SIZE, STYLE &
MANUF. OF ALL NEW WINDOWS AND DOORS WITH THE
HOMEOWNER PRIOR TO ORDERING AND BEFORE THE
START OF ANY CONSTRUCTION.
SOUND A l l ENUA I IUN 13LANKE I NU I E:
CONTRACTOR TO PROVIDE SOUND
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HOMEOWNER PRIOR TO ORDERING AND BEFORE THE
START OF ANY CONSTRUCTION.
SOUND A l l ENUA I IUN 13LANKE I NU I E:
CONTRACTOR TO PROVIDE SOUND
ROUGH OPENING NOTE:
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LINE OF WALLS ABOVE
BATHROOM/POWIDER ROOM WALLS-
SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS
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WITH THE MANUFACTURER' SPECIFICATIONS.
HARDWIRED SMOKE DETECTOR
BATHROOM NOTE:
CARBON MONOXIDE DETECTOR
E3
WOOD POSTS
INSTALL 1/2" WATER RESISTANT GYP. BD AT
FLOOR SADDLE NOTE:
M.S.
ALL BATHROOM WALLS.
PROVIDE SADDLES BETWEEN ALL CHANGES IN
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ROOFING NOTE: A�OPESSOO
CONTRACTOR TO PROVIDE ICE AND WATER MIN. DISTANCE
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THE EXTERIOR WALLS AND V-0" ON BOTH FRAME 410
SEE TABLE 1609.1.4 FOR CD
SIDES OF ALL HIPS. VALLEYS AND RIDGES. FASTENING SCHEDULE
° 0 6 0ch NOTES
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Zoning Board Of Appeals
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TIIESE PLANS ARE AN
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AND ARE THE PROPERTY
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ALTERATION OR ADDITION
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VIOLATION OF SECTION
7209 OF THE NEW YORK
STATE EDUCATION LAW.
TYP. ROOF CONSTRUCTION:
20 YR. DIM. ARCH. ASPHALT SHINGLE ON
30# FELT OVER 5/8" EXT. GRADE
PLYWOOD SHEATHING OVER RAFTERS -
GAS FIREPLACE ENCLOSURE
TYP. EXTERIOR WALL CONSTR.:
SIDING OVER 15# FELT ON 1/2" CDX
EXT. GRADE PLYWOOD SHEATHING ON
2"x4" WOOD STUDS @ 16" O.C. wl R-15
BATT INSUL. ON 1/2" GYP. BD.
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LAYERS 1/2" EXTERIOR GRADE PLYWOOD ON
WOOD STUDS
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NOV 12 2019
Zoning Board Of Appeals
TYP. SOFFIT CONSTRUCTION:
1/2" VINYL BEAD BOARD
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AT ALL RIDGES PLYWOOD SOFFIT (2" CONT.
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FIRST FLOOR
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SCALE: 1/4"=1'-0"
1
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TO BE SELECTED BY OWNER
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20 YR. DIM. ARCH. ASPHALT SHINGLE
ON TWO LAYERS 30# FELT OVER 5/8"
EXT. GRADE PLYWOOD SHEATHING
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-- ANDERSON WINDOWS WITH
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NEW 36" HIGH TO BE SELECTED BY OWNER
GAURDR41L TO BE � NEW STOOP:
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OVER 6 MIL. POLY. VAPOR BARRIER
OVER 6"
ON COMPACTED LL
CRUSHED
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20 YR. DIM. ARCH. ASPHALT SHINGLE
ON TWO LAYERS 30# FELT OVER 5/8"
EXT. GRADE PLYWOOD SHEATHING
OVER RAFTERS W/ 6" SPRAY
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CEILING CONSTRUCTION (TYP AT
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4" 4000 PSI.POURED CONC.
SLAB ON 6X6-10/10 WWF. OVER
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TYP. EXTERIOR WALL CONSTR
SIDING OVER 15# FELT ON 1/2"
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STUDS @ 16" O.C. w/ R-15
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W/#5 REBAR @16" O.C. VERT.
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SLAB CONSTRUCTION:
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ON 6" CRUSHED STONE
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SECTION Q a Q
SCALE: 1/2"=l'-O" SCALE: 1/2"=I'-O" THESE PLANS ARE AN
INSTRUMENT OF SERVICE
AND ARE THE PROPERTY
OF THE ENGINEER.
ALTERATION OR ADDITION
TO THESE PLANS IS A
VIOLATION OF SECTION
7209 OF TI IE NEW YORK
STATE EDUCATION LAW.
REScheck Software Version 4.6.1
C'Ielx(i"
Compliance Certificate
Project Todd Residence
Energy Code:
2010 New York Energy Conservation
Location:
Suffolk County, New York
Construction Type:
Single-family
Project Type:
Addition
Climate Zone:
4 (5750 HDD)
Permit Date:
_
Fenestration that is not site built
Permit Number:
Construction drawings and
Construction Site: Owner/Agent: Designer/Contractor:
670 Bayview Drive Lou Pascarella
South Hold, NY Luigi Pascarella, PE, PLLC
P.O. Box 797
Deer Park, NY 11729
631-421-3734
Compliance: 5.9% Better Than Code Maximum UA: 424 Your UA: 399
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home.
Envelope Assemblies
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy
Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in
the REScheck Inspection Checklist.
Name - Title Signature Date
X313
IZE-CEIVED
NOV 12 2019
7otil't)g Board Of Appeals
REScheck Software Version 4.6.1
Inspection Checklist
Energy Code: 2010 New York Energy Conservation Construction Code
Requirements: 40.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section
#
:„yx;..s'f.:.r ++3,`
W.`%):AV I
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Complies?
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[F011]2
J
❑Does Not
402.4.4
_
Fenestration that is not site built
103.2
Construction drawings and
is listed and labeled as meeting
❑Does Not
❑Complies Requirement will be met.
[PR1]1
Flat Roof: Flat Ceiling or Scissor Truss
299
42.0
0.0
0.028
8
Second floor Cathedral: Cathedral Ceiling
782
42.0
0.0
0.025
20
First floor roof: Steel joist/Rafter, 16" o.c.:2x10
535
42.0
0.0
0.035
19
Front Elevation: Wood Frame, 16" D.C.
814
15.0
0.0
0.077
55
Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E
94
air handlers, filter boxes, and
❑Does Not
0.330
31
Rear Elevation: Wood Frame, 16" o.c.
814
15.0
0.0
0.077
37
Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E
171
❑Not Applicable
❑Does Not
0.330
56
Door 1: Glass
159
OComplies
serving multiple dwelling units
0.330
52
Right Elevation: Wood Frame, 16" o.c.
504
15.0
0.0
0.077
32
Window 2: Vinyl/Fiberglass Frame:Double Pane with Low -E
87
❑Complies
❑Not Applicable
0.330
29
Left Elevation: Wood Frame, 16" D.C.
504
15.0
0.0
0.077
32
Window 3: Vinyl/Fiberglass Frame:Double Pane with Low -E
86
❑Does Not
El Not Applicable
0.330
28
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy
Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in
the REScheck Inspection Checklist.
Name - Title Signature Date
X313
IZE-CEIVED
NOV 12 2019
7otil't)g Board Of Appeals
REScheck Software Version 4.6.1
Inspection Checklist
Energy Code: 2010 New York Energy Conservation Construction Code
Requirements: 40.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section
#
Pre-Inspection/Plan Review
Plans Verified
Value
Field Verified
Value
Complies?
Comments/Assumptions
& Req.ID!
[F011]2
J
❑Does Not
402.4.4
_
Fenestration that is not site built
103.2
Construction drawings and
is listed and labeled as meeting
❑Does Not
❑Complies Requirement will be met.
[PR1]1
documentation sufficiently
of <7 ACH at 50 Pa. This
or has infiltration rates per NFRC
❑Does Not
requirement may instead be met
demonstrates energy code
❑Not Observable
via visual inspection, in which
❑Not Observable
ONot Applicable
compliance for the building
IC -rated recessed lighting fixtures'
❑Complies Requirement will be met.
❑Not Applicable
sealed at housing,°interior finish
envelope.
Inspection.
and labeled to indicate &It;= 2.0
❑Not Observable
103.2,
Construction drawings and
❑Not Applicable
403.2.2
❑Complies
403.7
'documentation sufficiently
air handlers, filter boxes, and
❑Does Not
❑Does Not
[PR3]1
demonstrates energy code
need to occur during Framing
ducts are sealed.
❑Not Observable
403.2.3
compliance for lighting and
❑Complies
[FR15]3
❑Not Applicable
❑Does Not
,mechanical systems. Systems
❑Not Observable
Programmable thermostats .
OComplies
serving multiple dwelling units
403.3
HVAC piping conveying fluids R-
R-_ ❑Complies
[FR1712
must demonstrate compliance
❑Does Not
below 55 QF are insulated to R-3.
❑Not Observable
with the commercial code.
❑Complies
❑Not Applicable
403.4
403.6
Heating and cooling equipment is
Heating:
Heating:
❑Complies
[PR2]2
sized per ACCA Manual S based
Btu/hr
Btu/hr
❑Does Not
El Not Applicable
on loads per ACCA Manual J or
Cooling:
Cooling:
❑Not Observable
installed on all outdoor air
other approved methods.
Btu/hr
Btu/hr
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3)
Project Title: Todd Residence Report date: 10/29/19 Project Title: Todd Residence Report date: 10/29/19 Project Title: Todd Residence Report date: 10/29/19
Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Pagel of 7 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 2 of 7 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 3 of 7
Residence\Todd - RESCHECK.rck Residence\Todd - RESCHECK.rck Residencie\Todd - RESCHECK.rck
Section
#
Framing / Rough -In Inspection)
Plans Verified
Value
Field Verified
( Value Complies?
Comments/Assumptions
& Req.ID
& Req.ID
[F011]2
J
❑Does Not
402.4.4
_
Fenestration that is not site built
[]Complies Requirement will be met.
[FR20]1
is listed and labeled as meeting
❑Does Not
3;
AAMA/WDMA/CSA 101/I.S.2/A440
[]Not Observable
of <7 ACH at 50 Pa. This
or has infiltration rates per NFRC
❑Not Applicable
requirement may instead be met
400 that do not exceed code
❑Not Observable
via visual inspection, in which
limits.
ONot Applicable
402.4.5
IC -rated recessed lighting fixtures'
❑Complies Requirement will be met.
[FR16]2
sealed at housing,°interior finish
❑Does Not
Inspection.
and labeled to indicate &It;= 2.0
❑Not Observable
Duct tightness via post- cfm
cfm leakage at 75 Pa.
❑Not Applicable
403.2.2
All joints and seams of air ducts,
❑Complies
[FR13]1
air handlers, filter boxes, and
❑Does Not
12 cfm across systems. For
roigh-in tests, verification may
building cavities used as return
❑Not Observable
need to occur during Framing
ducts are sealed.
❑Not Applicable
403.2.3
_
Building cavities are not used as
❑Complies
[FR15]3
ducts or plenums.
❑Does Not
-.
❑Not Observable
Programmable thermostats .
OComplies
❑Not Applicable
403.3
HVAC piping conveying fluids R-
R-_ ❑Complies
[FR1712
above 105 QF or chilled fluids
❑Does Not
below 55 QF are insulated to R-3.
❑Not Observable
Heat pump thermostat installed
❑Complies
❑Not Applicable
403.4
Circulating service hot water R-_
R- ❑Complies
[FR1B]2
pipes are insulated to R-2.
❑Does Not
❑Not Applicable
❑Not Observable
Circulating service hot water i
OComplies
El Not Applicable
403.5
Automatic or gravity dampers are:
❑Complies . Requirement will be met.
[FR19]2
installed on all outdoor air
❑Does Not
intakes and exhausts.
[]Not Observable
Compliance certificate posted.
❑Complies Requirement will be met.
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier: 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: Todd Residence Report date: 10/29/19
Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 5 of 7
Residence\Todd - RESCHECK.rck
2010 New"
York Insulation Inspection I Complies? Comments/Assumptions
Energy)
303.1 All installed insulation labeled or ❑Complies Requirement will be met.
[IN13]2 installed R -values provided. ❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: Todd Residence Report date: 10/29/19
Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 6 of 7
Residence\Todd - RESCHECK.rck
Section
#
Final Inspection ProvisionsValue
Plans Verified
Field Verified
Value
Complies?
Comments/Assumptions
& Req.ID
[F011]2
protection.
❑Does Not
402.4.2,
Building envelope tightness ACH 50 =_
ACH 50 = ❑Complies Requirement will be met.
402.4.2.1
verified by blower door test result
❑Does Not
[FI17]1
of <7 ACH at 50 Pa. This
❑Nat Observable
❑Does Not
requirement may instead be met
❑Not Applicable
❑Not Observable
via visual inspection, in which
ONot Applicable
case verification may need to
occur during Insulation
Inspection.
403.2.2
Duct tightness via post- cfm
cfm ❑Complies
[FI4]1
construction with maximum
-
[]Does Not
leakage of 8 cfm to outdoors, or
[]Not Observable
12 cfm across systems. For
roigh-in tests, verification may
❑Not Applicable
need to occur during Framing
!Inspection,
with maximum
leakage of 6 cfm across systems
and 4 cfm without air handler.
403.1.1
Programmable thermostats .
OComplies
[FI9]2
installed on forced air furnaces.
❑Does Not
❑Not Observable
❑Not Applicable
403.1.2
Heat pump thermostat installed
❑Complies
[FI10]2
on heat pumps.
❑Does Not
❑Not Observable
❑Not Applicable
403.4
Circulating service hot water i
OComplies
[FI1112
systems have automatic or
[]Does Not
accessible manual controls.
[]Not Observable
❑Not Applicable
401.3
Compliance certificate posted.
❑Complies Requirement will be met.
[F17 12
❑Does Not
❑Not Observable
❑Not Applicable
303.3
Manufacturer manuals for
❑Complies
[FI18]3
mechanical and water heating
❑Does Not
equipment have been provided.
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: Todd Residence Report date: 10/29/19
Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 7 of 7
Residence\Todd - RESCHECK.rck
2010 New.
York
Energy
Foundation Inspection
I
Complies?
Comments/Assumptions
303.2.1
Exposed foundation insulation
❑Complies Exception: Requirement is not applicable.
[F011]2
protection.
❑Does Not
❑Not Observable
❑Not Applicable
403.8
Snow melt controls.
❑Complies
[FO12]2
❑Does Not
❑Not Observable
ONot Applicable
Additional Comments/Assumptions:
SEAL:
U
� FSI
• rT�
WirT1-+-1
V
Z
TTU I�
V1 �l
I�
F --I ill
O
U
1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: Todd Residence Report date: 10/29/19
Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 4 of 7
Residence\Todd - RESCHECK.rck
2' 10 1 c r, 1,FY
a
ConslTuction Code
acc m
Above -Grade Wall 15.00
Below -Grade Wall 0.00
Floor 0.00
Ceiling / Roof 42.00
Ductwork (unconditioned spaces):
iii. -. ..
Window 0.33
Door 0.33 _
Heating System: i
Cooling System:'
3*ZA
Water Heater:
Name: Date:Comments
W
Q�>i
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W
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Q
THESE PLANS ARE AN
INSTRUMENT OF SERVICE
AND ARE TI IE PROPERTY
OF THE ENGINEER.
ALTERATION OR ADDITION
TO THESE PLANS IS A
VIOLATION OF SECTION
7209 OF THE NEW YORK
STATE EDUCATION LAW.
OnOD
P(A
\ — x0114 ICE LOCATION:
5*_
Town Hall Annex
4375 State Route 25cor.Main Rd. & Youngs Ave.)
�outhold, NY 11971
112�lj,
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
Telephone: 631 765-1938
Fax: 631 765-3136
LOCAL WATERFRONT REVITALIZATION PROG
TOWN OF SOUTHOLD
MEMORANDUM
To: Leslie Weisman, Chair
Members of the Zoning Board of Appeals
From: Mark Terry, AICP
Assistant Town Planning Director
LWRP Coordinator
Date January 23, 2020
Re: LWRP Coastal Consistency Review for ZBA File KENDALL TODD 47373
SCTM# 1000-37-5-3.
� 3i3
RECEIVED
JAN 2 4 2020
Zoning Board Of Appeals
KENDALL TODD #7373 - Request for Variances from Article XXIII, Section 280-124 and the Building
Inspector's November 6, 2019 Notice of Disapproval based on an application for a permit to demolish an existing
dwelling and to construct a single family dwelling at, 1) located less.than the code required front yard setback of
35 feet; 2) located less than the code required rear yard setback of 35 feet; located at 670 Bayview Drive, (Adj. to
Spring Pond) East Marion, NY. SCTM# 1000-37-5-3.
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 to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and
therefore is CONSISTENT with the LWRP. This determination was made based on the following:
1. The footprint of the demolished structure will not be expanded supporting community character.
2. The proposed new single family residence is not located within a mapped FEMA flood zone or
discordant with the surrounding community character.
3. A Board of Trustees Wetland Permit (No 7853) required a non -turf buffer to protect the wetland.
Due to the high residential density in the area, undersized lot and close proximity to surface waters; in the event
the action is approved, it is recommended that the Board require the installation of a UA OWTS and compliance
with Chapter 236 Stormwater Management to further Policy 6. Protect and restore the quality and function of the
Town of Southold's ecosystem.
Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in
- preparing its written determination regarding the consistency of the proposed action.
Cc: William Duffy, Town Attorney
Natalie Wright
Acting Commissioner
Town of Southold
Zoning Board of Appeals
53095 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Attn: Leslie Weisman
Dear Ms. Weisman:
COUNTY OF SUFFOLK
OFFICE OF THE COUNTY EXECUTIVE
Steven Bellone
SUFFOLK COUNTY EXECUTIVE
RECEIVED
DEC 2 '? 2019
Zoning Board of Appeals
Department of
Economic Development and Planning
December 12, 2019
Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative
Code, the following application submitted to the Suffolk County Planning Commission is to be a
matter for local determination as there appears to be no significant county -wide or inter -community
impacts. A decision of local determination should not be construed as either an approval or
disapproval.
Applicant Municipal File Number
6`4? Kendall, Todd #7373
'Mitchel, Joseph #7375
M&el David, Mildred #7376
TRK/cd
Very truly yours,
Sarah Lansdale
Director of Planning
Theodore R. Klein, Principal Planner
Division of Planning & Environment
H LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY, 11th FI ■ P.O. BOX 6100 ■ HAUPPAUGE, NY 11788-0099 ■ (631) 853-5191
k,
FORM NO. 3
TOWN OF SOUTHOLD RECEIVED
BUILDING DEPARTMENT
SOUTHOLD, N.Y.
NOV 072019
NOTICE OF DISAPPROVAL
Zoning Board Of Appeay5
DATE: N
RFCEIVE6
TO: Kendall Todd
61 Windbeam Road�,�
Ringwood, NJ 07456
Z®:asaao g���
u
Please take nonce that your application dated July 29, 2019:
For permit to demolish an existing dwelling and construct a new single-family dwelling
at:
Location of property: 670 Bayview Drive, East Marion, NY
County Tax Map No. 1000 - Section 37 Block 5 Lot 3
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this nonconforming 12,336 sq. ft. lot in the Residential R-
40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots
measuring less than 20,000 square feet in total size require a minimum front yard and a
rear yard setback of 35 feet.
The site plan notes a minimum front yard setback of 32.4 feet and a rear yard setback of
34.7 feet.
Authorized S
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: File, Z.B.A.
RECEIVED
NOV 12 2019
Fee- $ Filed By: Assignment No. ,, —11 01ard Of Appea
Y
APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS
AREA VARIANCE
House No.(9 70 Street BA) V I L� v Q. Hamlet L.%k<' i %� I R
SCTM 1000 Section Bloc Lot(s) Lot Size Z� Z Zone
I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR
DATED 11-6 -212 11 BASED ON SURVEY/SITE PLAN DATED
Owner(s): g LSD i�LL (0 01
Mailing Address: o l W111 b 6ff)+m POA pjpj&Qooll , M, T 077 9
Telephone: 201 1�; 2' H Fax:
Email: 11 0 ( JJp d L .C,!
NOTE: In addition to the above, please complete below if application is signed by applicant's attorney, agent,
architect, builder, contract vendee, etc. and name of person who agent represents:
Name of Representative: ACUAe,(0t4y1&A-�JJ for m'owner ( )Other:
Address: a 0 • 6"J0,— 2- `t SZJ 6Aj V1,e*J 62 , L -*-J— bfl o� )w
Y
Telephone: '% 69 13 Fax: Email: Etj �v 6gecoG ao t- cd�"
Please check to specify who you wish correspondence to be mailed to, from the above names:
(Applicant/Owner(s), ( ) Authorized Representative, ( ) Other Name/ Address below:
WHEREBY TIE BUILDING INSPECTOR REVIEWED SURVEY/SITE VL N
DATED -Ki and DENIED AN APPLICATION DATED FOR:
(}4'Bui ding Permit
() Certificate of Occupancy () Pre -Certificate of Occupancy
() Change of Use
( ) Permit for As -Built Construction
() Other:
Provision of the Zoning Ordinance Appealed. (Indicate Article, Section, Subsection of Zoning
Ordinance by numbers. Do not quote the code.). I
Article: XX 6I I Section: '2-180-17-4 Subsection:
Type of Appeal. An Appeal is made for:
() A Variance to the Zoning Code or Zoning Map.
( ) A Variance due to lack of access required by New York Town Law- Section 280-A.
( ) Interpretation of the Town Code, Article Section
( ) Reversal or Other
A prior appeal ( ) has, ,§has not been made at any time with respect to this property,
UNDER Appeal No(s). Year(s). . (Please be sure to
research before completing this question or call our office for assistance)
Name of Owner ZBA File#
Name of Owner:
ZBA File#
REASONS FOR APPEAL (Please be specific, additional sheets may be used
signature notarized):
RECEIVED
NOV 12 2019
preparer's
Zoning Board Of Appeals
1. An undesirable change will not be produced in the CHARACTER of the neighbor or d �te`trtf n'Cion-e-arbj� —
properties if granted, because:
OTI-* -j i OF— t" ST( rJ y tvU rj b f j - aA) a IV rt t ote , A/�
�-- �1 �St rJ l'� `(—�-�11 � 9 d} -T 1 v�., a a i—�� T'► ►� 5 I S �c/ 1� - ST(���-�
2. The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to
pursue, other than an area variance, because:
Cftri �jc�-A— 61-
L"�% c1rJ 2+ I sz�vvl f oUruDfl-j--c
yj
3. The amount of relief requested is not substantial because:
4`- (�� I "S 2 19 e i' j, -T- p P -,iv i Ut=- P+l ST, A's .
NO 0- t;1 e, Q B n ` +4-9- .
4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the
neighborhood or district because:
%cam- -(�- 2z.1
5. Has the alleged difficulty been self created? { } Yes, or { No Why: (s✓-t'-j16('rJ
Are there any Covenants or Restrictions concerning this land? { No { } Yes (please furnish a copy)
This is the MINIMUM that is necessary and adequate, and at the same time presery d protect the
character of the neighborhood and the health, safety and welfare of the communi
w _ 1
Sighat re of Applic 1anVt/or orized Agent
(Agent ust submit written Authorization from Owner)
Swom to before me this -7 day
Down Johnson
Notary rablle, State of New York
No OIJ06349053
Qualified in Suffolk County
Commission Expires 10/11/20.=
APPLICANT'S PROJECT DESCRIPTION
(For ZBA Reference) NOV 1 2 Z
01
9
Applicant: L-7yb*"- Un Date Prepared: 2 -of ng Board Of App
ealsz
I. For Demolition of Existing Building Areas
Please describe areas being removed: fl b-1 N� 1,)r r�2J I ►ems �1/ung,—► I—r�
11. New Construction Areas (New Dwelling or Newdditions/Extensions):
Dimensions of first floor ems: -3 6' ?r s1
Dimensions of new second floor:_ & ` k
Dimensions of floor above second level:
Height (from finished ground to lop of ridge):
Is basement or lowest floor area being constructed? If yes, please provide height (above ground)
measured from natural existing grade to first floor: {1-611
III. Proposed Construction Description (Alterations or Structural Changes)
(attach extra sheet if necessary) - Please describe building areas:
Nu ber of Floors and General Characteristics BEFORE Alterations: _2— Ftvvn-
�1 � W tiff r% WL I -ay Vrr+ ZL
Number of Floors and Changes WITH Alterations: Z RVvWet n-, t.,h-� �
1\ .n
N. Calculations of building areas and lot coverage (from surveyor):
Existing square footage of buildings on your property: 1:738
Proposed increase of building coverage: C2
Square footage of your lot: 2
Percentage of coverage of your lot by building area: . �L ( d
V. Purpose of New Construction: ��i S Ti �1 e. d tiTyR %11t1d•� • K2(J�i-� {2 Z
VI. Please describe the land contours (flat, slope %, heavily wooded, marsh area, etc.) on your land
and how it relates to the difficulty in meeting the code requirement(s):
Please submit seven (7) photos, labeled to show different angles of yard areas after staking corners
for new construction), and photos of building area to be altered with yard view.
7/2002; 2/2005; 1/2007
QUESTIONNAIRE NOV 12 2019
FOR FILING WITH YOUR ZBA APPLICATION
Zoning Board Of Appeals
A. Is the subject premises listed on the real estate market for sale?
Yes No
B. Are there any proposals to change or alter land contours?
_X-" No Yes please explain on attached sheet.
C. 1.) Are there areas that contain sand or wetland grasses? "I' ' -k-2S
2.) Are those areas shown on the survey submitted with this application? c1
3.) Is the property bulk headed between the wetlands area and the upland building
area? ` n
4.) If your property contains wetlands or pond areas, ha v you contacted the Office of
the Town trustees for its determination of jurisdic ion? Please confirm status
of your inquiry or application with the Trustees: Ll -e0 FVYL irCe& d%
and if issued, please attach copies of permit with conditions and approved survey.
D. Is there a depression or sloping elevation n ar the area of proposed construction at or
below five feet above mean sea level? /V0
E. Are there any patios, concrete barriers, bulkheadq or fences that exist that are not -
shown on the survey that you are submitting?__Nu Please show area of the
structures on a diagram if any exist or state none on the above line. A
F. Do you have any construction taking place at this time concerning your premises? If
yes, please submit a copy of your building permit and survey as approved by the Building
Department and please describe:
G. Please attach all pre -certificates of occupancy and certificates of occupancy for the subject
premises. If any are lacking, please apply to the Building Department to either obtain them
or to obtain an Amended Notice of Disapproval.
H. Do you or any co-owner also own other land adjoining or close to this parcel?
If yes, please label the proximity of your lands on your survey. pp��
I. Please list present use or operations conducted at this parcel I V�J'
and the proposed use gJ tLK
(ex: existing single family, pr posed. same with
garage, pool or other
ut rized signature and Date
AGRICULTURAL DATA STATEMENT
ZONING BOARD OF APPEALS RECEIVED
TOWN OF SOUTHOLD NOV 12 2019
WHEN TO USE THIS FORM. The form must be completed by the applicant for anyspe 1, ir{ffe3P,glit,At)t6 t0pea l s
plan approval, use variance, or subdivision approval on property within an agricultur'W-district'-QR-within--
500 feet of a farm operation located in agricultural district. All applications requiring an agricultural data
statement must be referred -to the Suffolk County Department of Planning in accordance with Sections 239-
m and 239-n of the General Municipal Law.
1) Name of Applicant: �&bo bI - :nq b
2) Address of Applicant: u
3) Name of Land Owner (if other than applicant)
4) Address of Land Owner:
5) escription of Pro osed Project hg- Lm -n1,4i in,Z.� L.i k, eJ:;VAAA n r,r'
is hI D R o ti
6) Location of Property (road and,tax map number): v AfN V lfJ M. P, 0w — 3
7) Is the parcel within an agricultural district? (No E]Yes If yes, Agricultural District Number
8) Is this parcel actively farmed? X1No ❑°Yes
Name and address of any owner(s) 'of land within the agricultural district containing active farm
operation(s) located 500 feet of the boundary of the proposed project. (Information may be -available through
the Town Assessors Office, Town Hall location (765-1937) or from any public computer at the Town Hall
locations by viewing the parcel numbers on the Town of Southold Real Property Tax System.
Name and Address
1.
2.
3.
4.
5.
6.
(Please use back side of page if more than six property owners are identified.)
The lot numbers may obtained, in advance, when requested from either the Office of the Planning Board at
765 8 or the o ing oard of Appeals at 765-1809.
Signature of Applicant Date
Note:
1. The local board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action
on their farm operation. Solicitation will be made by supplying a copy of this statement.
2. Comments returned to the local board will be taken into consideration as part of the overall review of this application.
3. Copies of the completed Agricultural Data Statement shall be sent by applicant and/or the clerk of the board to the property owners
identified above. The cost for mailing shall be paid by the applicant at the time the application is submitted for review. Failure to pay at
such time means the application is not complete and cannot be acted upon by the board. .
1-14-09
617.20
193
RECEIVED
Appendix B
Short Environmental Assessment Form NOV 12 2019
Instructions for Completing
Zoning Board Of Appeals
Part 1- Project Information. The applicant or project sponsor is responsible for the completion ofTa�l: Responses
become part of the application for approval or funding, are subject to public review, and may be subject to further verification.
Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully
respond to any item, please answer as thoroughly as possible based on current information.
Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful
to the lead agency; attach additional pages as necessary to supplement any item.
Part 1 - Project and Sponsor Information
ame of Action or ProLect: ti
l?YhJ 1��-ItiS 16we1L c . lU94/ 1A.11 -
Project
Project Location (describe, d attach a location map):
CJ -/V V e u ed iL C�'� Y/' I
reef Descriptiob of Proposed Action:
0%0 f s j l �\ a I t v I c /1t cl �I.JPiv'I
��
�2
_
Nanje of Applicant or Sponsor:
Telephone: -2
E -Mail:
Address: r
I wb P-0 rib
City/PO:� I N W dGvQ
S te• �
Zip Code:
OHM
1. Does the proposed'action only involve the legislative adoption of a plan, local law, ordinance,
NO
YES
administrative rule, or regulation?
If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that
may be affected in the municipality and proceed to Part 2. If no, continue to question 2.
2. Does the proposed action require a permit, approval or funding from any other governmental Agency?
NO
YES
If Yes, list agency(s) name and permit or approval:
3.a. Total acreage of the site of the proposed action? o acres
b. Total acreage to be physically disturbed? 0— acres
c. Total acreage (project site and any contiguous properties) owned
by 26
or controlled the applicant or project sponsor? • acres
4. Check all land uses that occur on, adjoining and near the proposed action.
❑ Urban ❑ Rural (non -agriculture) ❑ I ustrial ElCommercial esidential (suburban)
❑ Forest 11 Agriculture Aquatic ❑ Other (specify):
❑ Parkland
Page 1 of 4
5. Is the proposed action,
a. A permitted use under the zoning regulations?
b. Consistent with the adopted comprehensive plan?
6. Is the proposed action consistent with the predominant character of the existing built 4
landscape?
—NO--
RE'EIVEC
natura
YTS
-N/A
V
p
O
'fts
7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Env
If Yes, identify:
ES
8. a. Will the proposed action result in a substantial increase in traffic above present levels?
b. Are public transportation service(s) available at or near the site of the proposed action?
c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action?
NO
YES
9. Does the proposed action meet or exceed the state energy code requirements?
If the proposed action will exceed requirements, describe design features and technologies:
NO
YES
10. Will the proposed action connect to an existing public/private water supply?
If No, describe method for providing potable water:
NO
YES
11. Will the proposed action connect to existing wastewater utilities?
If No, describe method for providing wastewater treatment:
NO
YES
12. a. Does the site contain a structure that is listed on either the State or National Register of Historic
Places?
b. Is the proposed action located in an archeological sensitive area?
NO
YES
/
13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain
wetlands or other waterbodies regulated by a federal, state or local agencyT" `
b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody?
If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres:
NO
YES
14. Idgntify the typical hab* t types that occur on, or are likely to be found on the project site. Check all that apply:
L19 Shoreline p*. est ❑ Agricultural/grasslands ❑ Early mid -successional
❑ Wetland ❑ Urban ❑ Suburban
15. Does the site of the proposed action contain any species of animal, or associated habitats, listed
by the State or Federal government as threatened or endangered?
NO YES
16. Is the project site located in the 100 year flood plain?
NO YES
17. Will the proposed action create storm water discharge, either from point or non -point sources?
If Yes, �
a. Will storm water discharges flow to adjacent properties? E3 NO ❑ YES
b. Will storm water discharges be directed to established conveyance systems (runoff and sprm drains)?
If Y briefly describe: ❑ NO UrYES
NO YES
a'
Page 2 of 4
II
,41
18. Does the proposed action include construction or other activities that result in the impoundmeni
water or other liquids (e.g. retention pond, waste lagoon, dam)?
If Yes, explain purpose and size:
of
NO
NO
YES
TTY2019
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Zoning Board
C
f AppE
regulations?
19. Has the site of the proposed action or an adjoining property been the location of an active or closed
solid waste management facility?
If Yes, describe:
NO
YES
3. Will the proposed action impair the character or quality of the existing community?
4. Will the proposed action have an impact on the environmental characteristics that caused the
establishment of a Critical Environmental Area,(CEA)?
/
/
5. Will the proposed action result in an adverse change in the existing level of traffic or
20. Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or
completed) for hazardous waste?
If Yes, describe:
NO
YES
/
6. Will the proposed action cause an increase in the use of energy and it fails to incorporate
reasonably available energy conservation or renewable energy opportunities?
I AFFIRM THAT THE INFO ATION PROVIDED ABOVE IS TRUE AND ACCURA TO HE BEST OF MY
KNOWLEDGE
Applicant/spo r name: G7��Ti �� Date: Ilk ! V
Signature:
Part 2 - Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following
questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or
otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept "Have my
responses been reasonable considering the scale and context of the proposed action?"
t �e R., . ��� y L 1`: Z di -C, j�.,i'�'"y,+LayJr���n�� "q'� � Y X`"1 •`��M1'--•R
•�,; ?..,a ,. ,. `ssr^.,j �.� �3. �u qtr �::.�,� - ,a s _ � � �� .::
x i ..eS�" ��,}.::�.'S 5''=�i �dt, , ` nor;„, ,.' 'i a�'.? :s•" +-
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to large
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occur
occur
1.� Will the proposed action create a material conflict with an adopted land use plan or zoning
regulations?
2. Will the proposed action result in a change in the use or intensity of use of land?
3. Will the proposed action impair the character or quality of the existing community?
4. Will the proposed action have an impact on the environmental characteristics that caused the
establishment of a Critical Environmental Area,(CEA)?
/
/
5. Will the proposed action result in an adverse change in the existing level of traffic or
/
affect existing infrastructure for mass transit, biking or walkway?
/
6. Will the proposed action cause an increase in the use of energy and it fails to incorporate
reasonably available energy conservation or renewable energy opportunities?
7. Will the proposed action impact existing:
a. public / private water supplies?
b. public / private wastewater treatment utilities?
8. Will the proposed action impair the character or quality of important historic, archaeological,
architectural or aesthetic resources?
9. Will the proposed action result in an adverse change to natural resources (e.g., wetlands,
waterbodies, groundwater, air quality, flora and fauna)?
/
Page 3 of 4
l
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10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage
problems?
Zoning Beard
Of A
11. Will the proposed action create a hazard to environmental resources or human health?
Part 3 - Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every
question in Part 2 that was answered "moderate to large impact may occur", or if there is a need to explain why a particular
element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3.
Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by
the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact
may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring,
duration, irreversibility, geographic scope and magnitude. Also consider the potential for short-term, long-term and
cumulative impacts.
❑ Check this box if you have determined, based on the information and analysis above, and any supporting documentation,
that the proposed action may result in one or more potentially large or significant adverse impacts and an
environmental impact statement is required.
❑ Check this box if you have determined, based on the information and analysis above, and any supporting documentation,
that the proposed action will not result in any significant adverse environmental impacts.
Name of Lead Agency Date
Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer
Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from Responsible Officer)
Page 4 of 4
eats
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 1
Division of Environmental Permits, Region 1
SUNY C@ Stony Brook, 50 Circle Road, Stony Brook, NY 11790
P: (631) 44403651 F: (631) 444-0360
www.dec.ny.gov
LETTER OF NO JURISDICTION
TIDAL WETLANDS ACT
November 15, 2019
RECEIVED
733"b "
NOV 2 2 2019
Zoning Board Of Appeals
Kendall Todd
61 Windbeam Lane
Ringwood,-N.J. 07456
Re: Application #1-4738-04109/00004
Facility: 670 Bayview Drive, East Marion, N.Y.
SCTM# 1000-37-5-3
Dear Ms. Todd:
Based on the information you submitted the Department of Environmental Conservation has
determined that the portion of the above property landward of the functional bulkhead greater than 100
feet in length, as shown on the survey prepared by Paul Barylski Land Surveying dated 3/21/2019,
which was constructed prior to August 20, 1977 as evidenced on Aerial Image Resources exp#75-2100
dated March 24, 1976 and illustrated on the historical survey prepared by VanTuyl & Son dated
December 13, 1968, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in
accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is
required to conduct regulated activities landward of that bulkhead. (ARNO-DEP)
Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the
tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to
ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25
jurisdiction which may result from your project. Such precautions may include maintaining adequate
work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or
erecting a temporary fence, barrier, or hay bale berm.
This letter shall remain valid unless site conditions change.
Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits
or approvals from other•agencies or local municipalities.
Si er y,
Sherri Aihe
Deputy Regional Permit Administrator
cc: Luigi Pascarella, P.E., BMHP, File
a�
_ f -rlEwroRK I Department of
STATEOi
oaaoaTuwTT Environmental
Conservation
11/06/2019 17:20 FAX
APPLICANT/OWNT,R
TRANSACTIONAL. DISCLOSURE ;FORM
action is necessary avoid some. J
YOUR NAME • ' ul� b ; Y
(Last name, first usmy,, middle initial, unless you are applying In the name ntsnmcone else or
company. if so, indicate the other person's or company's name.)
TYPE OF APPLICATION: (Cbeelc all that apply)
Tax grievance
Variance
Change of Zone
Approval of Plat
Other (activity)
Building Permit
Trustee Permit
Coastal Erosion
Mooring
Planning
0001/001
i
RECEIVED
NOV 12 2019
Zoning Board Of Appeals
such ss a
Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer
or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business
interest" means a business, Including a partnership, in which the town officer or employee has even a partial
ownership of (or employment by) a corporation in whle he town officer or employee owns more than 5% of the
shares.
YES
NO
If No, sign and date below. If YES, complete the balance of this form and date and sign where Indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself (the applicant/agent/representative) and the town officer or employee.
Either check the appropriate line A) through D) avid/or describe in the space provided.
The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply)
A) the owner of greater that 5% of the shares of the corporate stock of the applicant (when the applicant is a
corporation)
D) the legal or beneficial owner of any interest in a non -corporate entity (when the applicant Is not a corporation)
Q an officer, director, partner, or employee of tbo applicant; or
D) the actual applicant
DESCRIPTION OF RELATIONSHIP
Submitted this day of i'["r, 20 t I
Signature �<:a
Print Name A �l%
AGENT/REPRESENTATIVE
TRANSACTIONAL DISCLOSURE FORM
RECEIVED
The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and AmployeWWpWR�1;1]
of this form is to provide information which can alert the town of possible conflicts of interest and allAiv it to take whatever
action is necessary to avoid same.
,� Zoning Board Of Appeals
YOUR NAME : u I s*7,) o , rnLc,(+i 'LZ %+
(Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a
company. If so, indicate the other person's or company's name.)
TYPE_ OF APPLICATION: Xheck all that_apnly)
Tax grievance
Building Permit
Variance
Trustee Permit
Change of Zone
Coastal Erosion
Approval of Plat
Mooring
Other (activity)
Planning
Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer
or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business
interest" means a business, including a partnership, in which the town officer or employee has even a partial
ownership of (or employment by) a corporation in� a town officer or employee owns more than 5% of the
shares.
YES NO
If No, sign and date below. If Yes, complete the balance of this form and date and sign where indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself (the applicant/agent/representative) and the town officer or employee.
Either check the appropriate line A) through D) and/or describe in the space provided.
The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply) :
A) the owner of greater that 5% of the shares of the corporate stock of the applicant (when the applicant is a
corporation)
B) the legal or beneficial owner of any interest in a non -corporate entity (when the applicant is not a corporation)
C) an officer, director, partner, or employee of the applicant; or
D) the actual applicant
DESCRIPTION OF RELATIONSHIP
Submitted
Signature
Print Name C I I l C
day of r��, 20iY
ki C --�� ,
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
NOV 12 2019
Zoning Board Of Appeals
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. *Except 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 proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area (which includes all of Southold Town).
3. If any question in Section C on this form is answered "yes", then the proposed action may affect the
achievement of the LWRP policy standards and conditions contained in the consistency review law.
Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a
determination that it is consistent to the maximum extent practicable with the LWRP policy
standards and conditions. If an action cannot be certified as consistent with the LWRP policy
standards and conditions, it shall not be undertaken.
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 office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
1000
-
SCTM#
The Application has been submitted to (check appropriate response):
Town Board D Planning Dept. 0 Building Dept. �d Board of Trustees 0
1. Category of Town of Southold agency action (check appropriate response):
(a) Action undertaken directly by Town agency (e.g. capital 0
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: b � 1) E x-1 ST -I r' i h 1,Q � � `
f -oft I )v we 1"V
r—oupu�il 'V'V , "�w C� , E'J `�) lm),b\ r—&-mt1l hwe U 6�tvj op
-Fo1� EuinlTpIIaoi'vr,- Y)RT Ek1Sitve-
Location of action:
-670 l1�9 6 YP- o,, \
*Ei
Site acreage: ° Al 6-
�� 2 2019
Present land use:
Present zoning classification:
0 Zoning Board Of Appeals
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: 1:FpZJA1'l f
(b) Mailing address:�i�� d
0-Z /4St7
(c) Telephone number: Area Code (bd3 ,
(d) Application number, if any:
Will the action be directly undertaken, require funding, or approval by a state or federal agency?
Yes R No ❑ If yes, which state or federal agency? "DC% t - Lei(q'a or,-- #0X)J - .
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 LWRP Section III - Policies; Page 2 for evaluation
criteria.
Yes [:] No C' (Not Applicable - please explain)
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological •resources of the Town of Southold. See
LWRP ction III - Policiesages 3 through 6 for evaluation criteria
Yes 0 No D (Not Applicable - please explain)
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout theomm-of-southold-
LWRP ection III - Policies Pages 6 through 7 for evaluation criteria RECEIVED
Yes D No 'I (Not Applicable - please explain)
NOV 12 2019
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4 Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Sectio III - Policies Pager 8 through 16 for evaluation criteria
Yes 2 No � (Not Applicable - please explain)
Attach additional sheets if necessary
Policy 5 Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
-Poli 'es Pages 16 through 71 -'or evaluation criteria
Yes No L J (Not Applicable - please explain)
a _
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Sig in
Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22
throng 2 for evaluation criteria.
r 7Yes No (Not Applicable - please explain)
RECEIVED
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRIi S-&fiori HrCL--fdliW E
Pages 32 through 34 for evaluation criteria. See Section III — Policies Pages; 34 through 38 for evaluation
kriteria.
❑ Yes ❑ No ❑ (Not Applicable — please explain)
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
sub aces and wastes. See LWRP Section III — Policies; Pages 34 through 38 for evaluation criteria.
Yes ❑ No U (Not Applicable — please explain)
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 — Policies; Pages 38 through 46 for evaluation
criteria.
❑ YeZNo ❑ (Not Applicable — please explain)
)
C./ -
Attach additional sheets if necessary
WORKING COAST POLICIES
i
Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent u s in
suits locations. See LWRP Section III — Policies; Pages 47 through 56 for evaluation cri.e i .
Yes ❑ No ❑ (Not Applicable —please explain) i RECETVFr)
Lnni it rr ^i* f�` 1`
Attach additional sheets if necessary J
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuar and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria.
Yes ❑ No ❑ Not Applicable — please explain
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages
62 thro h 65 for evaluation criteria.
zYes ❑ No ❑ Not Applicable — please explain
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section —Policies; Pages 65 through 68 for evaluation criteria.
Yes ❑ No ❑ Not Applicable — please explain
Board .of Zoning Appeals Application
AUTHORIZATION
(Where the Applicant is not the Owner)
r }
RECEIVED
NOV 12 2019
Zoning Board Of Appeals
I, la'LL I O 1� 6 residing at 1s7
(Print property owner's name) (Mailing Address
1 Go w %7T Z do hereby authorize A10tSA20,
(Agent)
Southold Zoning Board of, Appeals.
T00/T00 PI
(Q is Signature)
(Print Owner's Name)
to apply for variance(s) on my behalf from the
Xdd TZ 9T 6TOZ/90/TT
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, N. Y.
CERTIFICATE OF OCCUPANCY
RECEIVED
NOV 12 2019
[Zoning Board Of Appeals
No.... Z . 342 .......... Date ........................ July.....6............... 19.59
.....
THIS CERTIFIES that the building located ot.V8 ...Bay View DriYs.... Street
.............................................
Ga<rdiners Bat 714 & 115 last 1krion, IQ.Y.
MapNo.........................lock No.........................Lot No.....................................................................
conforms substantially to the Application for Building Permit heretofore filed in this office dated
A1r......� .............., 19 59 , pursuant to which Building Permit No........ 5
dated .......................... t.Y..... 19.............. 19 ...., 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 ..............
Privto one family dwelling
................................................................................................................................................................
This certificate is issued to .....Arthur Johnson ( owner
..................................................................................................
(owner, lessee or tenant)
of the aforesaid building.
......................... .. ..........
Building Inspector
...
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Fuentes, Kim
From:
Fuentes, Kim
Sent:
Tuesday, November 19, 2019 1:02 PM
To:
'kstodd66@gmail.com'
Cc:
Westermann, Donna; Sakarellos, Elizabeth
Subject:
ZBA #7373 - Kendall Todd
Hi Michael,
I am reviewing your application and have noticed that the updated site plan showing both the front yard and
rear yard setbacks (unsigned & stamped, dated 11/4/2019) prepared by Luigi Pascarella, P.E. has not been
included with your applicant packets.
Please provide us with 9 dated, signed and sealed site plans depicting the front and rear setbacks. Contact
this office with any questions. Thank you.
Kim E. Fuentes
Secretary to the Zoning Board of Appeals
Town of Southold
54375 Main Road
Southold, NY 11971
631-765-1809, Ex. 5011
E-mail. kimf@southoldtownny.gov
Mail to: P.O. Box 1179, Southold, NY 11971
1
L
ZBA TO TOWN CLERK TRANSMITTAL SHEET
(Filing of Application and Check for Processing)
DATE: November 13, 2019
ZBA #
NAME OF APPLICANT
CHECK #
AMOUNT
TC DATE STAMP
7373
Todd, Kendall
123
$1000.00
RECEIVED
2019
E N T
THE
�I (}(,�J,J O
Southold Town Cl
TOTAL
$1000.00
Sent via Inter -Office to Town Clerk by:
Thank you.
jpMorgan ChaseBank, N A. n �lk
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DATE
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ELIZABETH A. NEVILLE, MMC
TOWN CLERK
REGISTRAR. OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
www.southoldtownny.gov
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Zoning Board of Appeals
FROM: Elizabeth A. Neville
DATED: November 14, 2019
RE: Zoning Appeal No. 7373
Transmitted herewith is Zoning Appeals No. 7373 for Kendall Todd:
The Application to the Southold Town Zoning Board of Appeals
Applicant's Project Description
Questionnaire
Agricultural Data Statement
Short Environmental Assessment Form
�Applicant/Owner Transactional Disclosure Form(s)
�
Agent/Representative Transactional Disclosure Form(s)
LWRP Consistency Assessment Form
_vl' Notice(s) of Disapproval
Board of Zoning Appeals Application Authorization
�Certificate(s) of Occupancy
Findings, Deliberations and Determination Meeting(s)
Action of the Board of Appeals
Photos
Correspondence -
Copy of Deed(s)
�uilding Permit(s)
roperty Record Card(s)
Survey/Site Plan
aps-
Drawings
Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, ect.)
Misc. Paperwork-
Date: 11/14/19
Quantity Transactions
1 ZBA Application Fees
Notes:
Payment Type
CK #123
own of Southold
P.O Box 1179
Southold, NY 11971
***RECEIPT***
Receipt#: 261233
Reference Subtotal
7373 $1,000.00
Amount Paid By
$1,00000 Chulsano, Michael & Denise
Southold Town Clerk's Office
53095 Main Road, PO Box 1179
Southold, NY 11971
Name: Todd, Kendall
61 Windbeam Lane
Ringwood, NJ 07456
Clerk ID: JENNIFER
Total Paid: $1,00000
l
Internal ID, 7373
TYPESET Wed Jan 08 10 15 11 EST 2020
LEGAL NOTICE
SOUTHOLD TOWN
ZONING BOARD OF APPEALS
THURSDAY, FEBRUARY 6, 2020
PUBLIC HEARINGS
NOTICE IS HEREBY GIVEN, pursuant
to Section 267 of the Town Law and Town
Code Chapter 280 (Zoning), Town of South-
old, the following public hearings will be held
by the SOUTHOLD TOWN ZONING
BOARD OF APPEALS at the Town Hall,
53095 Main Road, Southold, New York on
THURSDAY, FEBRUARY 6, 2020.
'9:30 A.M. - ROBERT YEDID #7309 - (Ad-
journed from October 10, 2019) Request for
Variances from Article III, Section 280-15,
Article XXIII, Section 280-124; and Building
Inspector's March 22, 2019, Notice of Dis-
approval based on an application to legalize
an "as built" accessory swimming pool and an
..as built" accessory shed, at, 1) accessory
shed located less than the code required side
yard setback of 5 feet, 2) accessory shed lo-
cated less than the code required rear yard
setback of 5 feet, 3) "as built" construction is
more than the code permitted maximum lot
coverage of 20%, located, at 230 Hippodrome
Drive, Southold, NY SCTM No
1000-66-2-25
9:40 A.M. - DONNA M. WEXLER,
DONNA M. WEXLER REVOCABLE
TRUST AND RODNEY T. QUARTY
#7363 - Request for Variances from Article
IV, Section 280-18 and the Building Inspec-
tor's September 30, 2019 Notice of Disap-
proval based on an application for a subdivi-
sion of merged properties at, 1) both proposed
lots will be less than the code required mini-
mum lot area of 40,000 sq ft., located at 1275
West Hill Road and 1175 West Hill Road,
Southold. NY SCTM#1000-70-4-22 and
1000-70-4-23
9:50 A.M. - EILEEN AND ROY
SCHUMACHER #7372 - Request for
Variances from Article XXIIi, Section
280-124 and the Building Inspector's October
24, 2019 Notice of Disapproval based on an
application for a permit to construct additions
and alterations to an existing single family
dwelling at, 1) located less than the code
required front yard setback of 35 feet (Holden
Avenue); 2) located less than the code re-
quired front yard setback of 35 feet (Southern
Cross Road); located at 980 Southern Cross
Road, Cutchogue, NY SCTM#1000-110-5-
49
10:00 A.M. PANAYIOTIS BASIOS #7364 - -
Request for a Variance from Article XXII,
Section 280-116A(1) and the Building In-
spector's September 25, 2019 Notice of Dis-
approval based on an application for a permit
to construct an accessory in -ground swim-
ming pool at, 1) located less than the code
required 100 feet from the top of the bluff,
located at 2505 Soundview Avenue, (AdJ to
the Long Island Sound) Mattituck, NY
SCTM#1000-94-1-12 2
10:10 A.M. SUSAN BLAZOWSKI #7365 -
Request for a Waiver of Merger petition under
Article 11, Section 280-10A, to unmerge land
identified as SCTM No 1000-70-8-41 which
has merged with SCTM No 1000-70-8-40,
based on the Building Inspector's October 18,
2019 Notice of Disapproval, which states that
a non -conforming lot shall merge with an
adjacent conforming or non -conforming lot
held in common ownership with the first lot at
any time after July 1, 1983 and that non-
conforming lots shall merge until the total lot
size conforms to the current bulk schedule
requirements (minimum 40,000 sq ft in the
R-40 Residential Zoning District), located, at
75 Clearview Avenue, Southold, NY SCTM
Nos 1000-70-8-40 & 1000-70-8-41
10:20 A.M. - JUDITH EVANS #7366 - Re-
quest for a Variance from Article III, Section
280-15 and the Building Inspector's Septem-
ber 18, 2019 Notice of Disapproval based on
an application for a permit to construct an
accessory in -ground swimming pool at, 1)
located in other than the code required rear
yard, located at 1120 Willow Drive, Green-
port, NY SCTM#1000-40-2-6 8
10:30 A.M. - BRYAN NICHOLSON AND
SCOTT BOGER #7367 - Request for
Variances from Article XXIII, Section
280-124 and the Building Inspector's August
27, 2019, Amended December 6, 2019 Notice
of Disapproval based on an application for a
permit to construct a single family dwelling
at, 1) located less than the code permitted side
yard setback of 10 feet, 2) located less than the
code permitted combined side yard setback of
25 feet, located at 155 Bridge Street, Green-
port, NY SCTM#1000-34-3-45
10:40 A.M. - ROBERTA ALIFANO #7368 -
Request for Variances from Article XXIII,
Section 280-124 and the Building Inspector's
October 16, 2019 Notice of Disapproval
based on an application for a permit to con-
struct additions and alterations to a single
family dwelling at, 1) located less than the
code permitted rear yard setback of 35 feet, 2)
located less than the code permitted side yard
setback of 10 feet, located at 1500 Grand
Avenue, Mattituck, NY. SCTM#1000-107-3-
13.
1:00 P.M. - BARBARA BECKER #7369 -
Request for a Variance from Article XXII,
Section 280-105C(3) and the Building In-
spector's October 18, 2019 Notice of Disap-
proval based on an application for a permit to
construct a deer fence at, 1) more than the
code required maximum four (4) feet in height
when located in the front yard, located at
38015 NYS Route 25, (AdJ to the Long Is-
land Sound) Orient, NY SCTM#1000-15-2-
15 8.
1:10 P.M. QJSG PROPERTIES, LLC
#7371 - Request for a Variance from Article
XXII, Section 280-105C(3) and the Building
Inspector's October 18, 2019 Notice of Dis-
approval based on an application for a permit
to construct a deer fence at, I) more than the
code required maximum four (4) feet in height
when located in the front yard, located at
38015 NYS Route 25, (AdJ to the Long Is-
land Sound) Orient, NY. SCTM#1000-15-2-
15.7
1:20 -P.M. - ERIC MEND #7370 - Request
for a Variance from Article XXIII, Section
280-124 and the Building Inspector's October
7, 2019, Amended October 30, 2019 Notice of
Disapproval based on an application for a
permit to construct an accessory shed at, 1)
more than the code permitted maximum lot
coverage of 20%, located at 3690 Great
Peconic Bay Blvd ,Laurel, NY SCTM#1000-
128-6-6
1:30 P.M. - KENDALL TODD 373 - e -
quest for Variances from Article III, c -
tion 280-124 and the Building Inspector s No-
vember 6, 2019 Notice of Disapproval based
on an application for a permit to demolish an
existing dwelling and to construct a single
family dwelling at, 1) located less than the
code required front yard setback of 35 feet, 2)
located less than the code required rear yard
setback of 35 feet, located at 670 Bayview
Drive, (AdJ to Spring Pond) East Marion,
NY SCTM#1000-37-5-3
1:40 P.M. - WILLIAM GORMAN
#7303SE - (Adjourned from December 5,
2019) Request for a Special Exception pursu-
ant to Article III, Section 280-13B(I), the
applicant is requesting to convert a single
family dwelling to a two-family dwelling,
located, at 45805 NYS Route 25, Southold,
NY SCTM No 1000-75-2-14.
1:50 P.M. - WILLIAM GORMAN #7302 -
(Re -opened on December 19, 2019) Request
for a Variance from Article XXIII, Section
280-124 and the Building inspector's March
18, 2019, Amended December 2, 2019 Notice
of Disapproval based on an application to
construct a front porch addition to an existing
single family dwelling currently under con-
struction (BP#42160) and to alter an existing
building to an accessory storage building; at,
1) Dwelling is located less than the code re-
quired minimum front yard setback of 40 feet;
2) Accessory structure is located in other than
the code permitted rear yard, located, at 45805
NYS Route 25, Southold, NY SCTM No
1000-75-2-14
2:00 P.M. JOAN COOKE #7342 - (Ad-
journed from December 5, 2019) Request for
a Variance from Article XXIII, Section
280-124 and the Building Inspector's June 11,
2019, Notice of Disapproval based on an ap-
plication for a permit to amend an existing
building permit #42432Z for additions and
alterations to a single family dwelling, at, 1)
less than the code required front yard setback
of 35 feet, located at 2205 Bay Avenue, East
Marion, NY SCTM No. 1000-31-17-6,
The Board of Appeals will hear all persons
or their representatives, desiring to be heard at
each hearing, and/or desiring to submit writ-
ten statements before the conclusion of each
hearing Each hearing will not start earlier
than designated above. Files are available for
review during regular business hours and
prior to the day of the hearing If you have
questions, please contact our office at, (63 1)
765-1809, or by email kimf@
southoldtownny gov
Dated- January 16, 2020
ZONING BOARD OF APPEALS
LESLIE KANES WEISMAN,
CHAIRPERSON
BY Kim E Fuentes
54375 Main Road (Office Location)
53095 Main Road (Mailing/USPS)
PO Box 1179
Southold, NY 11971-0959
2438490
i
6002438490
STATE OF NEW YORK)
)SS:
COUNTY OF SUFFOLK)
1
Kimberly Gersic of Mattituck, in said county, being duly sworn, says that she is Principal
Clerk of THE SUFFOLK TIMES , a weekly newspaper, published at Mattituck, in the Town
of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed
is a printed copy, has been regularly published in said Newspaper once each week for 1
weeks(s), successfully commencing on 01/16/2020 .
Principal Clerk
Sworn to before me this day o4A2.�
RIS. NA VOLIidSKi
NOTARY PUBLIC -STATE OF NEW YORK
No 01V06105050
Qualified in Sulfolk County
My Commission Expires Februjry 28, 2020
BOARD MEMBERS
Leslie Kanes Weisman, Chairperson
Patricia Acampora
Eric Dantes
Robert Lehnert, Jr.
Nicholas Planamento
http://southoldtownny.gov
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 - Fax (631) 765-9064
LEGAL NOTICE
Southold Town Hall
53095 Main Road - P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex /First Floor,
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
SOUTHOLD TOWN ZONING BOARD OF APPEALS
THURSDAY, FEBRUARY 6, 2020
PUBLIC HEARING
NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code
Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the
SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road,
Southold, New York 11971-0959, on THURSDAY, FEBRUARY 6, 2020.
1:30 P.M. - KENDALL TODD #7373 - Request for Variances from Article XXIII, Section 280-
124 and the Building Inspector's November 6, 2019 Notice of Disapproval based on an
application for a permit to demolish an existing dwelling and to construct a single family
dwelling at, 1) located less than the code required front yard setback of 35 feet; 2)
located less than the code required rear yard setback of 35 feet; located at 670 Bayview
Drive, (Adj. to Spring Pond) East Marion, NY. SCTM#1000-37-5-3.
The Board of Appeals will hear all persons, or their representatives, desiring to be heard
at each hearing, and/or desiring to submit written statements before the conclusion of
each hearing. Each hearing will not start earlier than designated above. Files are
available for review during regular business hours and prior to the day of the hearing. If
you have questions, please contact our office at (631) 765-1809, or by email:
kimf@southoldtownny.gov.
Dated: January 16, 2020
ZONING BOARD OF APPEALS
LESLIE KANES WEISMAN, CHAIRPERSON
By: Kim E. Fuentes
54375 Main Road (Office Location)
53095 Main Road (Mailing/USPS)
P.O. Box 1179
Southold, NY 11971-0959
I-
JING BOARD OF APPEALS
MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building,
P.O. Box 1179 Southold, NY 11971-0959
(631) 765-1809 Fax 765-9064
LOCATION OF ZBA OFFICE: Town Hall Annex 1st Floor
54375 Main Road and Youngs Avenue, Southold
website: http://southtown.northfork.net
January 3, 2020
Re: Town Code Chapter 55 -Public Notices for Thursday, February 6,
2020 Hearing
Dear Sir or Madam:
Please find enclosed a copy of the Legal Notice describing your recent application. The Notice
will be published in the next issue of The Suffolk Times.
1) Before January 21St :
Please send the enclosed Legal Notice, with both a Cover Letter including your telephone
number and a copy of your Survey or Site Plan (filed with this application) which shows the
new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT
REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or
improved, which abuts and any property which is across from any public or private street.
Use the current owner name and mailing address shown on the assessment rolls maintained
by the Southold Town Assessors' Office. If you know of another address for a neighbor, you
may want to send the notice to that address as well. If any letter is returned to you
undeliverable you are requested to make other attempts to obtain a mailing address or to
deliver the letter to the current owner, to the best of your ability, and to confirm how
arrangements were made in either a written statement, or during the hearing, providing the
returned letter to us as soon as possible:
AND not later than January 28th : Please either mail or deliver to our office your Affidavit of
Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the
green/white receipts postmarked by the Post Office. When the green signature cards are
returned to you later by the Post Office, please mail or deliver them to us before the scheduled
hearing. If any envelope is returned "undeliverable", please advise this office as soon as
possible. If any signature card is not returned, please advise the Board during the hearing and
provide the card (when available). These will be kept in the permanent record as proof of all
Notices.
2) Not Later January 29th : Please make arrangements to place the enclosed Poster on a
signboard such as cardboard, plywood or other material, posting it at the subject property seven
(7) days (or more) prior to hearing. (It is the applicant/agents responsibility to maintain sign
until Public Hearing) Securely place the sign on your property facing the street, not more than
10 feet from the front property line bordering the street. If you border more than one street or
roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your
Affidavit of Posting for receipt by our office before February 4, 2020.
If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank
you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS).
Very truly yours,
Zoning Appeals Board and Staff
Ends.
i+IuTIGE uF HEARlrlt�
The following application will be heard by the Southold Town
Board of Appeals at Town Hall, 53095 Main Road, Southold:
NAME:
SCTM #
TODD, KENDALL
1 000-37-5-3
VARIANCE: YARD SETBACKS
REQUEST:
DATE:
#7373
DEMOLISH EXISTING DWELLING AND
CONSTRUCT NEW SINGLE FAMILY
DWELLING
THURS., FEB. 6,2020
1 :30 PM
If you are interested in this project, you may review the file(s) prior to the
hearing during normal business days between 8 AM and 3 PM. ZONING
30ARD OF APPEALS -TOWN OF SOUTHOLD (631) 765-1809
V IOM0 b ni go-L"'a
Fuentes, Kim
V
From: Kathleen Dwyer <kdwyer235@gmail.com>
Sent: Monday, February 03, 2020 9:23 AM
To: Fuentes, Kim
Cc: Mimi Haeffner; Kathe Dwyer; Ken=zonind
Subject: Kendall Todd: # 7373
Dear Zoning Board of Appeals:
I received a photo of the Legal Notice dated January 16, 2020 on January 20 on the above property. It was
received and signed for by my sister, Maureen Haeffner, and she sent a photo of the document to me. I am
currently in the Philippines volunteering on a project for the Peace Corps. Communication, either incoming or
outgoing, can be challenging due to weak WIFI.
In regards to the Legal Notice, I have no issues with the house that Kendall Todd is planning to construct on his
property. Kendall has been very upfront and forthright in discussing all aspects of the construction plans with
me, which I very much appreciate. He is a good neighbor.
However, we have not discussed parking, and I have questions about how parking will be allocated as the lot
size is small and there are many cars and boats to accommodate. There is no garage planned and with 3, or
possibly 4, persons living in the house full or part time there will be numerous cars to park. Additionally there
are boats and boat trailers to be housed. I am concerned that I could end up living across from a parking lot. I
have raised my concerns to re this issue with Kendall via email.
I hope you will discuss at the upcoming meeting and come up with a positive solution for all parties. My phone
contact details are below, and you have my email address. My sister, who is watching after my home while I
am gone, is copied on this email. She can always get in touch with me.
Thank you for the opportunity -to comment on this construction.
Regards,
Kathe Dwyer
01163 961 339 2944
Sent from my Whone
ATTENTION: This email came from an external source. Do not open attachments or click on links from
unknown senders or unexpected emails.
TOWN OF SOUTHOLD
ZONING BOARD OF APPEALS
SOUTHOLD, NEW YORK
Appeal No. -✓ 73
lu
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AFFIDAVIT
OF
In the Matter of the Application of. MAILINGS
Ill -"L -v1S v WIN tvLL
(Name of Applicant/Owner)
Uc 7U .c1�1�_ SCTM No. 1000- 37
(Address of Property)
COUNTY OF SUFFOLK
STATE OF NEW YORK
I, ( ) Owner, ( Agent
residing at
being duly sworn, deposes and says that:
(Section, Block & Lot)
0
,�n % is -v- 7-44Y' q -e ( JIV New York,
On the `i-0— day of ca.. -1_ , 20?w, I personally mailed at the United
States Post Office in mac+ -f/1gc L q-^ , New York, by CERTIFIED MAIL,
RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in
Prepaid envelopes addressed to current property owners shown on the current assessment roll
Verified from the official records on file with the (Assessors, or ( ) County Real
Property Office, for every property which abuts and is across a public or private street, or
vehicular right-of-way of record, surrounding the applicant's prov rt .
A, (
W -,L
(Signature)
Sworn to before me this
714` day of ; ck,,u-c,,(t , 20ZO
(Notary Public)
TAMMI S. GRATfAN
NOTARY PUBLI STATE OF NEW YORK
FOLLIC. #01 GR6142111
COMM. EXP. MARCH 13, 202�2-
PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next
to the owner names and addresses for which notices were mailed.
All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with
this form completed, signed and notarized.
7373
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■ Print your name and address on the-reverseX `Ag,
so that we can return the card to you. ,A.,�,r'c.
■ Attach this card to the back of the mailpiece, B. Redeived b (Printed 1 1 o C,--Da(Af
or on -the front if space permits, a
1. Article Addressed to. D., Is delivery add fferent fro 1? Yw
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Domestic Return Receipt I
TOWN OF SOUTHOLD
ZONING BOARD OF APPEALS
SOUTHOLD, NEW YORK
In the Matter of the Application of:
AFFIDAVIT
OF
POSTING
rel -" �1L e�V lS10i( SCTM No. 1000- - '
(Name of Applicants) (Section, Block & Lot)
COUNTY OF SUFFOLK
STATE OF NEW YORK
4V151 residing at
� ! E t 0 , New York, being duly sworn, depose and say that:
I am the ( ) Owner or (gent for owner of the subject property
On the day of , 202(), I personally placed the Town's
Official Poster on subject property located at:
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670 a I ve, 1) J�e I div
indicating the date of hearing and nature of application noted thereon, securely upon subject property,
located ten (10) feet or closer from the street or right -of -Way (driveway entrance) facing the street or
facing each street or right-of-way entrance,* and that;
I hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject
hearing date, whicylharing date was shown to be 6 t -y j , 6 > Zr%2-0
Agent Signature)
Sworn to before me this -14-`�-- Day of )20-24)
TAMMI S. GRATTAN
�NOTARY PUBLIC STATE OF NEW YORK
SUFFOLK
(Notary Public) LIC. #01GR6142111
COMM. EXP. MARCH 13,2022—
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9590 9402 4923 9032 3226 38 certified Mail® Delivery
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2 �__ �__ „ o tnhcl) ❑Collect on Delivery Restricted Delivery ❑ Signature Confirmation
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7015, 0640 0004 9280 2277 festricted Delivery Restricted Delivery
PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt
PROOF OF MAILING OF NOTICE
ATTACH CERTIFIED MAIL RECEIPTS
Name:
�, L -xi �) Bt",- -)� 6
STATE OF NEW YORK
COUNTY OF SUFFOLK
Address:
�7d /5p -j
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l G ( 1 (- 14U I S Pr, -J Q , residing at
being duly sworn, deposes nd says that on the
�_ day of , 202 , deponent mailed a true copy of the Notice
set forth in the Board of Trustees Application, directed to each of the above named
persons at the addresses set opposite there respective names; that the addresses set
opposite the names of said persons are the address of said persons as shown on the current
assessment roll of the Town of Southold; that said Notices were 'led at the United States Post
Office at �� 1%, U r ' , that said No es were it o each of said persons by
CERTIFIED MAIL/RETURN RECEIPT.
Sworn to before me this 2 ( 5 4
Day of—) , , 20 a.C)
TAMMI S. GRATTAN
/ NOTARY PUBLIC STATE OF NEW YORK
SUFFOLK
Notary Public LIC, #01 GR6142111
COMM. EXP. MARCH 13, 20
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Priname and address on the reverse
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1. Article Addressed to:
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( ■ CompletiFitems 1, 2, and 3.
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or on the front if space permits.
1. Article Addressed to:
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9590 9402 4923 9032 3226 52
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A. Signature
x �� • /� �--�_ ❑ Agent
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Domestic Return Receipt
BOARD MEMBERS
Leslie Kanes Weisman, Chairperson
Patricia Acampora
Eric Dantes
Robert Lehnert, Jr.
Nicholas Planamento
November 13, 2019
http://,southoldtownny.gov
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 • Fax (631) 765-9064
Ms. Sarah Lansdale, Director
Suffolk County Department of Planning
P.O. Box 6100
Hauppauge, NY 11788-0099
Dear Ms. Lansdale:
Southold Town Hall
53095 Main Road • P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex /First Floor,
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
Please find enclosed the following application with related documents for- review
pursuant to Article XIV of the Suffolk County Administrative Code:
ZBA File #7373 Owner/Applicant: Todd, Kendall
Action Requested: demolish an existing dwelling and construct a new single family dwelling
Within 500 feet of: ( ) State or County Road
(X) Waterway (Bay, Sound, or Estuary)
() Boundary of Existing or Proposed County, State, Federal land
() Boundary of Agricultural District
( ) Boundary of any Village or Town
If any other information is needed, please do not hesitate to call us. Thank you.
Very truly yours,
Leslie K. Weisman
ZBA CLirperson
By:
Encls.
Survey Site Plan: Paul Barylski Land Surveying, dated July 24, 2019
BOARD MEMBERS
Leslie Kanes Weisman, Chairperson
Patricia Acampora
Eric Dantes
Robert Lehnert, Jr.
Nicholas Planamento
November 13, 2019
http://southoldtownny.gov
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 • Fax (631) 765-9064
Mark Terry, Principal Planner
LWRP Coordinator
Planning Board Office
Town of Southold
Town Hall Annex
Southold, NY 11971
Re: ZBA File Ref. No. #7373 Todd, Kendall
Dear Mark:
Southold Town Hall
53095 Main Road • P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex /First Floor,
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
RECEB
FN01V 13 2019
Sout oid Town
Planning Board
We have received an application to demolish an existing dwelling and construct a new
single family dwelling. A copy of the Building Inspector's Notice of Disapproval under
Chapter 280 (Zoning Code), and survey map, project description form, are attached for
your reference.
Your written evaluation with recommendations for this proposal, as required under the
Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this
letter.
Thank you.
Very truly yours,
Leslie K. Weisman
Chairperson
By:
Encl.
Survey/site plan: Paul Barylski Land Surveying, dated July 24, 2019
BOARD MEMBERS
Leslie Kanes Weisman, Chairperson
Patricia Acampora
Eric Dantes
Robert Lehnert, Jr.
Nicholas Planamento
February 24, 2020
Michael Chuisano
P.O. Box 244
East Marion, NY 11939
http://southoldtownny.gov
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 • Fax (631) 765-9064
Southold Town Hall
53095 Main Road • P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex /First Floor,
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
Re: ZBA Application #7373
Todd, 670 Bayview Drive, East Marion
SCTM No. 1000-37-5-3
Dear Mr. Chuisano
Transmitted for your records is a copy of the_Board's February 20, 2020 Findings,
Deliberations and Determination, the original of which was filed with the Town Clerk
regarding the above variance application.
Before commencing any construction activities, a building permit is necessary. Please be
sure to submit an application along with a copy of the attached determination to the
Building Department.
If you have any questions, please don't hesitate to contact our office.
Sincer ly,
t
Kim E. Fuentes
Board Assistant
Encl.
cc: Building Department
1
SURVEY OF:
PROPERTY LOCATED AT EAST MARION
(NOT TO SCALE)
LOT No. 114 & 115 AS SHOWN ON
MAP OF GAROINERS BAY ESTATES, SECTION 2
.........
FILED: SEPTEMBER 23, 1927: FILE No. 275
FEBRUARY 2, 2019 010:00 AM
TOWN OF SOUTHOLD
w
SUFFOLK COUNTY, NEW YORK
S.C.T.M. # 1000-37-5-3
SILTY SAND
AREA = 12,336 SF.
00
SCALE: 1"=30'
=
NOTE: THE EXISTENCE OF RIGHT OF WAYS.
WETLANDS AND/OR EASEMENTS OF RECORD
IF ANY. NOT SHOWN ARE NOT GUARANTEED.
SANITARY LOCATION BY OTHERS
PUBLIC WATER SERVICE
Tq5
RECEIVED
NOV 12 2019
I Zoning Board Of Appeals
LOT 116
GRAVEL DRIVEWAY.
W/BELG. BLK. CURB
8' DIA
8' DEPTH
LEACHING POOL
1000 GAL
SEPTIC ,
TANK �
/�Mme.
2e• 9
S 66039'00"E
_//,�76.88'
ti
LOT 115 cD v
N 3g S
1 1/2 STORY
FR RES
FF 16 7
26
p• 8
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24. ?
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TEST
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. 17.0'
IP
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ADD.
PROP.
2ND STY
POLE e.
m 247
f
LOT 113
O
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CO FCk - DECK J 1'3OSE s�'A 0 O
LP GI
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co
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LOT 114
TIE LINES
ALONG HWM.
00
N 66049'50"W NON -TURF
64.69' BUFFER AREA
N 17000'18"W
N 87257'53"W
22.82'
P
SPRING POND
SURVEYED BY:
PAUL BARYLSKI LAND SURVEYING
PATCHOGUE NY 11772
PHONE 631-294-6965
FAX 631-627-3166
PAULBARYLSKIaYAHOO.COM
MARCH 21, 2019
7-24-2019: ADD BUFFER
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION
OF SECTION 7205 OF THE NEW YORK STATE EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED
OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.
GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO
THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO
THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION
GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL
INSTITUTIONS OR SUBSEQUENT OWNERS.
3594-1
PILE ` S 63039'27"W
60-X 20 2 2.9 9'
FLOATING
DOCK
TEST HOLE DATA
(NOT TO SCALE)
BY: ROY K. REISSIG. PE
.........
............
FEBRUARY 2, 2019 010:00 AM
w
0.0'-3.5' PALE BROWN SM
SILTY SAND
00
=
�
BROWN SAND
o ~3.5'-10
D
0' AND GRAVEL SP
L6 -O
T w
~
..............
WATER
10.0'-15.0' WET SAND
AND GRAVEL SP
GRAVEL DRIVEWAY
W/BELG ELK CURB
LOT 116
20 3.
LOT 115
b4 yTII�TA}
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A�"'FNT 76 88'
b � \
n
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64.69'
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28 92'
N 87°57'53"W
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SCALE: 1"= 30-0"
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or
15 7'
EXTENDED
PORCH
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2ND STY
ADD
PROP
2ND STY
DECK
LOT 114
POLE
LOT 113
VA
w 0 00
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/ K"144 Tq/N i
NON—TURF
EAST MARI❑N, NY 11939
BUFFER AREA
SCTM No. 1000-37-5-3
BUILDING HEIGHT (ST❑RIES)
2
COD
25'
0N�p0
32.4'
DEPTH OF REAR YARD (FEET)
34.7'
PILE S
63°39'27"W
SIDE YARD INTERI❑R LOT (ONE YARD WIDTH)
22.99
6 D x 20
36'
FLOATING
12,236 SF (0.28 ACRES)
DOCK
120.96'
PILE
76.88'
RECEIVED
7-37-3
NOV 212019
Zoning Board Of Appeals
TODD RESIDENCE
V
670 BAYVIEW AVENUE
EAST MARI❑N, NY 11939
SCTM No. 1000-37-5-3
BUILDING HEIGHT (ST❑RIES)
2
BUILDING HEIGHT(FEET)
25'
DEPTH OF FRONT YARD (FEET)
32.4'
DEPTH OF REAR YARD (FEET)
34.7'
SIDE YARDS (NUMBER)
2
SIDE YARD INTERI❑R LOT (ONE YARD WIDTH)
15.7'
SIDE YARD INTERIOR LOT (COMBINED WIDTH OF YARDS)
36'
LOT GROSS AREA
12,236 SF (0.28 ACRES)
LOT DEPTH (FEET)
120.96'
LOT WIDTH (FEET)
76.88'
PERCENT OF LOT COVERED BY BUILDING
14.21%
THESE PLANS ARE AN
INSTRUMENT OF SERVICE
AND ARE THE PROPERTY
OF THE ENGINEER
ALTERATION OR ADDITION
TO THESE PLANS IS A
VIOLATION OF SECTION
7209 OF THE NEV YORK
STATE EDUCATION LAW.
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FEB 12 2020
Zoning Board Of Appeals
TODD RESIDENCE
z
670 BAYVIEW AVENUE
EAST MARION, NY 11939
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SCTM No 1000-37-5-3 _
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BUILDING HEIGHT (STORIES)
2
BUILDING HEIGHT(FEET)
25'
DEPTH OF FRONT YARD (FEET)
32.4'
DEPTH OF REAR YARD (FEET)
35.0'
SIDE YARDS (NUMBER)
2
SIDE YARD INTERIOR LOT (ONE YARD WIDTH)
15.7'
SIDE YARD INTERIOR LOT (COMBINED WIDTH OF YARDS)
36'
LOT GROSS AREA
12,236 SF (0.28 ACRES)
LOT DEPTH (FEET)12096'
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LOT WIDTH (FEET)
76.88'
PERCENT OF LOT COVERED BY BUILDING
1421%
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