HomeMy WebLinkAbout1000-123.-5-24.1 OFFICE LOCATION: ,`O`� ®spy®�® MAILING ADDRESS:
Town Hall Annex P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) cs'
Southold, NY 11971 ® �� Telephone: 631 765-1938
On
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: John Bredemeyer, President
Town of Southold Board of Trustees
- From: Mark Terry, LWRP Coordinator
Date: July 18, 2016
Re: Local Waterfront Revitalization Program Coastal Consistency Review for CATHY&ANTHONY
IASELLO
SCTM# 1000-123-5-24.1
Michael Kimack on behalf of CATHY& ANTHONY IASELLO requests a Wetland Permit to
demolish rear deck attached to existing one-story 1,076.42 dwelling; add 3' of concrete block to
existing foundation in order to raise the dwelling to a first floor elevation of 9'; construct 376.55sq.ft.
of new foundation for an addition along easterly side of dwelling, and 57.40sq.ft. of new front
foundation for an addition on the front northeasterly side for a total one-story dwelling footprint of
1,510.37; construct a new 68.70 entry deck on north side; construct new 544.69 waterside deck
attached to dwelling; and construct three (3) new rain gardens for storm-water runoff. Located:
4295 Camp Mineola Road, Mattituck. SCTM# 1000-123-5-24.1
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 proposed action furthers the policy to the extent practicable and therefore is CONSISTENT with
the LWRP policies. This recommendation is made with the following considerations:
1. Structures will be re- constructed/constructed to meet floodplain regulations in the AE EI
6' FEMA Flood Zone.
2. There is no ability to re-locate the single family residence to outside of the AE El 6' FEMA
Flood Zone.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Town of Southold D EC E � WE
LWRP CONSISTENCY ASSESSMENT FORM JUL 12 2016
F--
Southold Town
A. INSTRUCTIONS Planning Board
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 signrfrcant
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" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus, each answer must be explained in detail, listing both supporting and non-
sunR rting facts. 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
SCTM#--� ----- =�' •
PROJECT NAME ,f&f51L 144 ®U)ZZN& W1 ,D--' C/CS
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees
1. Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency(e.g. capital ❑
construction,planning activity, agency regulation, land transaction) ❑
(b) Financial assistance(e.g. grant, loan,subsidy)
(c) Permit, approval, license,certification:
Natme and extent of action: �X/t'n;/& A-41,0y-W, (/079'47) Jr0 --)ZS7- c;L. ��. !S" �• DAA
.4vt> —":"AP;25RZy P1,M 7 6
a ,0,? 7-0 &.q �E���AI FL.Et. 15 .-10 �r7�. P�a� O �gCU a�� ®d�jJ�,�
rQ Gr.),-ap mew Row �.�-, ow er�.¢re,?r1,D, 6 544 6? P�fir)o � o4 �v�-
•�X tlWm6 U erLJ1Z4 64-"-12V 0V1V 0,A/ ���4��`
D
Location of action: 4275— Ly,�,�p412A iPD__ 1;0 VV
Site acreage:
Present land use:__u
Present zoning classification:
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: ,4/✓ZVOX/Y '4AW C4'w-y 0%f'.LFGL O
(b) Mailing address: ?6 L
,P 0 QeLVILL¢ c ,--/V7" IJY 115-;70 — Zq? l
(c) Telephone number: Area Code
(d) Application number, if any:
Will the action be directly undertaken,require funding, or approval by a state or federal agency?
Yes ❑ No R If yes, which state or federal agency?
C. Evaluate the project to the following policies by analyzing how the project will further support or
not support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation
criteria.
JxYes ❑ No , Not Applicable
RY
PADMR 7--V-,QAHW 6F
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LWRP Section-III—Policies Pages 3 through 6 for evaluation criteria
F] 'Yes F1No 9 Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the 'Town of Southold. See
LWRP Section III—Policies Pages 6 through 7 for evaluation criteria
❑ Yes 0 No ❑ Not Applicable
� � d l�J,�L1 Al 16 7-0 AE ,,XiA/1' � �� l' 9'0 /Z
�Xo� `� 6
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRj'
Section III—Policies Pages 8 through 16 for evaluation criteria
Yes ❑ No ❑ Not Applicable
�
NIP z1VE:171-9
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
❑ Yes n No ®Not Applicable
Al 6 X1'2 �'�"_f�J(/ �J IJi�L/lV
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Irish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22
through 32 for evaluation criteria.
❑ ❑ 11Z
Yes No Not Applicable
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes ❑ No M Not Applicable
Al 11V40 c9--d/V
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and Hazardous
substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria.
❑ Yes ❑ No V1 Not Applicable
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.
1:1Yep-n l No Z Not Applicable
Ma 161, .1C 1;7 CC.-,-Fr 41Ya 1V0ti.---- " A&o
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria.
❑
® Not Applicable
Yes [:1 No
Attach additional sheets if necessary.
Policy 11. Promote sustainable use of Paving marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria.
❑ Yes ❑ No� Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages
62 through 65 for evaluation criteria.
❑ Yes ❑ No� Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III—Policies; Pages 65 through 68 for evaluation criteria.
❑ Yes ❑ No,® Not Applicable
PREPARED �I'�����/�!� � ���� TITLE DATE_Alyk
S.C.T M. NO DISTRICT 1000 SECTION. 123 BLOCK. 5 LOT(S) 24.1
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MON
0'0�E"� °3 0
Of PPJE �j�6 qQ• M.Zo FRM
EpGE 11Uv`P�� O � GARAGE
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ti DWELLING AND N/F
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DECK 0.4'E
LAND N/F
OF � FRAME
REVOCABLE TRUST OF wooD DWELLING
LIMIT OF MODERATE PLATFORM #4235
ROBERT & THERESA CZENSZAK 3 WAVE ACTION LINE 6 /
w Co P� 0 5'E
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THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
FIRM ZONE MAP #36103CO482H LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 11,545-84 SQ.FT. or 0.265 ACRES ELEVATION DATUM: _NAVD88 _______________
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES 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 ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ANTHONY IASELLO; CATHY IASELLO;
MAP OF. FIDELITY NATIONAL TITLE COMPANY,-
FILED- (#
OMPANY;FILED 73481 —SUFE
SITUATED AT. MATTITUCK
TOWN OF SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Box 153 Aquebogue, New York 11931
FILE # 15-197 SCALE 1 "=30' DATE: NOV. 8, 2015 PHONE (631)298-1588 FAX (631) 298-1588
N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk
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REVISIONS.
a
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A-1
REMIONS
6-V �- 69 B 9-T PROP FON WALL SECTION MI=CLOTHES DRYER
FROt T
E7B lr-K UNE EXHAUST VENT TO EXTERIOR FRONT SETBACK UNE 7.
// •TYPE W GYPSUM BOARD
O X,6•LONG WALLS S CEUNGS IN UTIUTY ROOM
m i ANCHOR BOLTS T4 ML50ZI GENERAL DRYER EXHAUST
FROM CORNERS E SYSTEMS SHALL BE INDEPENDENT
�! 460C MAX(71'P) OF ALL OTHER SYSTEMS.AND
-------� SHALL CONVEY THE MOISTURE TO
THE OUTDOORS B-il' I I
EXCE9TION THIS BECTON SHALL UNE OF HOUSE BELOW
----- r
NOTAPPLY TO LISTID AND LABELED i 005TING UTILITY ROOM
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d �W1TN�' Tmo
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BLOCK PIER('AF) , I ' 8 BE REMOVED AND -- O O
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-- cd
- 1 I , a4 I O F- IQ I 771 -------'ji--
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' HEIGHTS OF FOUNDATION' I q 1 I Ili m
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____________________ 74
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O G(STAGGERED) E� ® XISTILLNG FOUNDATION WALL b REAR DECK INTO EXS7ING ROOF RAFTERS EXISTING ROOF RAFTERS m'=E OF ROOF .y
FOR SMOOTH TRANSITION
IN HATCHED AREA. 3-' a-T n 31.0'X 764
TTO BE REMOVED IN THIS AREA p49 3
170X36 DEEP B•6 PRDP05FD FON WALL l
P.0 FOOTINGS a'4 N
� � PROPOSED ROOF FRAMING PLAN
---- OQ---- L3)2X10 ACO HDR ---------- 1 3 Sale V4=14
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INDICATES EXISTING WALLS TO REMAIN
(3)2X10 ACO HDR . ``-----
__-_ _-__-_, W
__— � ______ INDICATES EXISTING WALLS TO BE REMOVED
INDICATES NEW WALLS
B T-6 e B 114' INDICATES SMOKE DETECTORS,ALL OF WHICH MUST V
m O BE INTERCONNECTED THROUGHOUT THE BUILDING AS
H
e PER SECT 106010 OF THE N Y.5 BUILDING CODE
OINDICATES HARD-WIRED CARBON MONOXIDE
; --—--—-- _ DETECTOR
DRAWN JM/MS
sb a'.6• 74 i 64 4-6' 6.6 1F�EF/ EXHAUST FAN SCAM ASNOTIM
,,. N !OH#
PROPOSED FOUNDATION PLAN 32,0 Q INDICATES 5/8°DIA TIE HOLD DOWNS
a 1 Scam va X14 CORNERS AND DOOR OPENINGS GREATER SHMN mm13L
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-t-TT 2 sm-v4-=r4
REMIONS
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EAST
PROPOSED NEW FRONT ENRTY
_____
3032
3046 3046 2846 784G
m
RAISE HOUSE 3-0 ADD NEW E%ISTNG ,
FOUNDATION WALLS ON TOP h FOUNDATION TO I Q 10
GRADE OF DOSTNG FOUNDA710N REMAIN D GRADE GRADE W/ O
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n PROPOSED RIGHT SIDE ELEVATION INSTALLEDr O MORE a
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GRADE(TYRCAL) W
H
0
za
00
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1--I
O
__-__-__-__-__-__-__-
16-0 PROPOSED REAR DECK E%ISTING WINDOWS TO EE REMOVED GJ z
N
7846 7846 3046 3046 3046 3046 O
U
GRADE "
PROPOSED LEFT SIDE ELEVATION FLO-THRUM g
44 INSTALLED NO MORE g y 8
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GRADE(TYPICAL)
BLEND NEW ROOF INTO WDOC AND
�NNCOW5 TO BE REMOVED
E STNG ROOF FOR NDO3
SMOOTH TRANSMON BLEND NEW ROOF INTO
ENSTNG ROOF FOR
9-7'PROPOSED SMOOTH TRANSITON
1-STORY SIDE ADDITION 8'6'PROPOSED
1-STORY SIDE ADDITION
--- --- --------
-- ---------- -------
VIII " II
E
DOST E%IST i iii ii ii i iii
TOP OFO
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um
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OUTDOOR 4 NNQ
SHOWER m K iE
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TO RETWN - TO REMAIN DRAWN WPM
EGRADE
SCALE.AS NOTED
r1 PROPOSED FRONT ELEVATION
NEW FRONT ENTRY FlO MS S PROPOSED REAR ELEVATION FLOaHRUVENTS I°E"
INSTALLED NO MORE 3 5mlc V4 a 1-0' INSTALLED NO MORE SHEET NUIMER.
Ewle V4'=i-0 THAN 14 ASOVE THAN T-O'ABOVE
GRADE(lYPIOAL) GRADE(TYPICAL)
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REV SIONS
0•T B
DECK PAUNG SHALL HAVE -
I FROM 4 r INTERMEDIATE RAILS OR
ORNAMENTAL CLOSURES
4 'RONT� 4 THAT DO NOTALLOW
m I I UNE // YYY N OR&AGE OFA SPHERE 4' 4'THRU VENT
OR MORE IN DIAMETER
2x6 LEDGEQ ao 1]-n ,,, " n2V. ,u
q 00jSE6T0 HOUSE t9 N 2 12 2 6 12 li
--
L'
< i"G.9TH%Bn� r----T-----f----T----r------r--- ---i- -------�
OLTS®16'
cc(STAGGERED) 1" I I I I I
-' I -------------- 12 1 2 1�2' , 1 12" 12" 1 2"1 1 1, 12" �
1 I KITCH.I I 1 1 I I 1 I z
r —� r�LA-V. i W.C. Thl6 W.G. I LAW. I i
N / N 1st FLOOR —J 2_ `12„ 2„1 5H W ami
PROPOSED ENTRY DECK FOUNDATION PLAN PROPOSED ENTRY DECK PLAN 2' ________ __________________ __________I- - L� ch Q
m va=t o 2 s<cle va_t o F.A.I.
HOUSE TRAP 3 a
C.O. TO SEPTIC SYSTEM z
PLUMBING RISER DIAGRAM 4°X.H.G.I.DRAIN LINE A Q
%'X 6'COMPOSITE DECKING
W Cc
� 2X6DJ `2X8 LEDGER -_--
y BOLTED TO HOUSE
®16 cc WITH%'BOLTS®16' i0
O C(STAGGERED) b
~ N N
aU L)2X10 ACa HDR ---__-__-_ ® D K
_-__-_;�i_ - O 19
17-IC xt .o• O �
® 6 X 6 ACQ POST(TYP)
a xc>
12 o P c.FoonNG x 42 DEEP n
Cc- 1I)
(TYP 1N n LOCATIONS) F N
NL
(3)2 x10 ACQ HDR
W
DECK RAUNG SHALL HAVE
r INTERMEDIATE PHLS OR
in ORNAMENTAL CLOSURES
m THAT DO NOTALLOW :i
41 PASSAGE OFA SPHERE a O g S'
OR MORE IN OLAMETER S
Is
qQ 37-10, �
�cS3
B
IT-5 8.6 n'-6 fCy
IN
s
ova PROPOSED REAR DECK FOUNDATION PLAN N u va-ro
=no
a PROPOSED REAR DECK PLAN r
WINDOW SCHEDULE l�' (�'1
WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESORPTION MANUFACTURER MFG 0 SQ.FT GLASS U•VAL ffi
CLEAR OPENING REMARKS OUAMITY w �j
WI 3-ls/'X b•9Y' 3• 'X 49Y' DOUBLE HUNG ANDERSEN 3046 IOEO 032 592 6
W2 3-i%•X3'-�' 3-�•X3�• DOUBLE HUNG ANDERSEN 3032 7.70 032 399 1 �1
F
W3 2-9'/'X4-9Y' 2.10Y X4.9Y DOUBLE HUNG ANDERSEN 2846 950 032 524 b L_J P4
DOOR SCHEDULE U r1J
DOOR TAG DOOR SIZE DOOR ROUGH OPENING DESCRIPTION MANUFACTURER MFG 0 SO FT GLASS U-VAL CLEAR OPENNS REMARKS QUAN11TY
DI 3. X" EXTERIOR ENTRY DOOR 1
02 2-6•x 6-6 q
D3 3-0•X 6-• 2 A
Db M 26•X G. 2
D5 PR 2-0•x G� I
D6 r-6 X6.8 ELFOLD I DRAWN JMJMS
D7 74W'X 6'-7Y� 64 XG.& FRENCHWOOD GUDING PATO ANDERSEN FWCSOW 3430 032 0 1 SCALE ASNOTED
DOOpg JOB#'
D8 b'-Z X 6-7/ 4'.�'X G' PRENCHWOOD STATIONARY DOOR ANDERSEN FWG43685 171500 03200 WA 4
SFBEPNOMBFR
D9 E4 X 6d EXTERIOR FLUSH DOOR 1
A-5
REV SIGNS
NAILING NOTES
NAILING SCHEDULE(EXPOSURE"B")
NUMBER OF NUMBER OF 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED VON CENTER AT THE PANEL
t JOINT DESCRIPTION COMMON NAILS BOX NAILS NAL SPACING EDGE IF WALL SHEATHING 15 NAILED 3'ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER
SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,
ROOF FRAMING OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD
PATH
RAFTER TO TOP PLATE(TOE-NA6ED) 3-8d 3-10d PER RAFTER
2 WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER
CEILING JOIST TO TOP PLATE(TOENAILED) 3-8d 3-10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d PER FOOT.
CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED;CHECK
RAFTER SLOPE: 312 (HEEL-JOINT) 22-16d 22-40d IBG FORADDTTIONAL REQUIREMENTS
412 17-16d 17-40d
5.12 14-16d 14-40d EACH LAP 4 ALL QUANTITIE5 ARE BASED ON 160C SPACING FOR RAFTERS,JOISTS AND STUDS
712 10-166 10-40d
912 AND GREATER 8-16d 8-403
5.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING
CEILING JOIST LAPS OVER PARTITION(FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT
RAFTER SLOPE. 312 22-16d 22-40d REQUIREMENTS SHALL BE USED
412 17-16d 177 40d
5.12 14-163 1a-and EACH LAP 6 FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONES ATTACHMENT on
712 10-16d 10-40d REQUIREMENTS SHALL BE USED:
912 AND GREATER B-led 8-40d O
1--1
COLLAR TE TO RAFTER(FACENAILED) E'I
RAFTER SLOPE 312 7-10d 7.12d b
412 6-10d 6-12d
PER TIE
512 A-10d 4-12d
612 AND GREATER 4-1Od 4.124 W
ROOF FRAMING ROOF FRAMING ^
SIMPSON C52000NNECTOR SIMPSON 0520 1-1 F-i
BLOCKNG TO RAFTER(TOB-NAILED) 2-ad 2-I- EACH END DOLIBLETOPPLATE OR(2)H2 AT ROOF DOUBLE TOP PLATE CONNECTOR
OR(2)H2 AT ROOF Q
RIM BOARD TO RAFTER(END-NAILED) 2—l.3 .-led EACH END 88 U]
WALL FRAMING CRPPLE STUDS CRPPLE STUDS C��F�
Z
TOP PLATE TO TOP PLATE(FACE-NAILED) 2-163 1 2-163 1 PER FOOT HEADER SIMP90N ST 2215 CONNEOTOR HEADER 5IMPSON O z U
TOP PLATES AT INTERSECTIONS ACENAILED 4-166 5-16d JOINTS-EACH SIDE CONNE
(F ) HEADER STUDS NOTE HEADER STUDS CONNECTOR 1--1
UPUFT CONNECTION IS REQUIRED AT
STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24.0 C EACH END OF HEADER AND AT BOTTTION TO OM \
4-a MAX— CANNECTORS AT WALL 5OF HEADER STUDS IN 1TUD5ANDAT 4-O'701Z[T ROOFTERS \OVEIRFRAMINC \\ / Q
HEADER TO HEADER(FACF-NAILED) - 16d 16d 16'OC ALONG EDGES / 2X-4'WIDER THAN
TOP AND BOTTOM OF CRIPPLES
OVER FRAMING RAFTERS
TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d 2-40d PER STUD � T TJ Ir \ %O LAG,BOLT
\ I I I FULL LENGTH FULL LENGTH // EACH ROOF RAFTER
W NJ_5TVD5 WALL STUDS
BOTTOM PLATE TO FLOOR JOIST,SANDJOIST,ENDJOIST OR 2-16d 12 2-16d 1'2 PER FOOT I I I SIMPSON L50 ANGLE
BLOCKNG(FACE-NAILED) I NNU OR I I 51MPSON 572215 CONNECTOR SMPSON M EACH OVERFRAMING
MSTO28 RAFTER
FLOOR FRAMING N I CONNECTOR �Q
MAIN ROOF V••'�/•I
JOIST TO SILL,TOP PLATE OR ORDER(TOE•MAILED) 4$d 4-10d PER JOIST HEADER TIE DOWN DETAILS / //< / ROOF RAFTERS
3/B•=T-0' N y z
BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END
BLOCKING TO JOIST(TOE-NAILED) 2-6d 2-10d EACH END FALSE VALLEY
CONTINUOUS RVGEVENT CONNECTION DETAIL
BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK CONTINUOUS RDGE VENT TRPLE STUD ^ Q„"•'
SJJ O SIMPSON CS200160 G RDGE TFNSION STRAP SIMPASON 0520 STRAP 0160 C (2)1Gd COMMON
O
LEDGER STRIP TO BEAM FACE-NAILED 3-16d 4-16d EACH J015T (8)ad NAILS E4 SIDE 5IMPSON 0520®16'O G CC `�•1
( ) WRAPPED AROUND DOUBLE2X6 NAILS®60C FOR cn U
RIDGE BEAM(SEE PLAN FOR SIZE) , (6)ad NAILS EACH SDE
JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3•lod PER JOIST ROOF RAFTERS(SEE 4 SILL PLATE FULL HEIGHT OF STUD rn
FORAIRER�EE PLAN (2)3 X 10 ROOF RAFTERS I� v1
PLAN FOR SIZE) (B)ad NAILS (2)%•O THRU-BOLTS
BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST I (2)2 x 10 SUPPORT N
FOR SKYLIGHTS �•
BAND JOIST TO SILL OR TOP PLATE OE-NAILED 2-163 2-163 PER FOOT SIMPSON L80 _ SIMPSON WS210.2 HANGER
(T ) EACH SIDE OF RDGE SEAM(SEE SIMPSON HD54'
EACH RAFTER PLAN FOR SIZE) (4)10d NAILS(2) %O ANCHOR BOLT (2)2 X 10 SUPPORT
ROOF SHEATHING RIDGE DETAIL AT RIDGE TENSION NNLS EACH PLATE ®BEDME (MIN T / FOR SKYLIGHTS
EMBEDMENT)
CATHEDRAL CEILING STRAP DETAIL '/,•a THRU-BOLT SIMPSON LUsaOn
STRUCTURAL PANELS PANEL INTERMEDIATE HANGER
EDGES SUPPORTS INACCORDANCE WITH3.251 2001 WWF
S ALTERNATE IN UEU OF COLLAR TIES FOUNDATION WALL/FLOOR /
INTERIOR ZONE Ba 1od a• 6• FRAMING DETAIL SKYLIGHT DETAIL
PERIMETER EDGE ZONE S 8d 103 b' 4' Q
$ Pd
HURACSIMPSON H2 U TRIPLE STUD
GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 103 q. q. ®16 CNE CUPS SIMPSON HOSA' \
--- A-EACH SIDE '$
CEILING SHEATHING C520 STRAP SIMPSON HD34 0
0160Gya�ous �L A i
GYPSUM WALLBOARD 5d COOLERS Sd COOLERS T EDGE/10'FIELD P-0' 3 X3 X/'ST PLATE SIMPSON AS" �g9 G L j
SIMPSON H2 0161
0 O �'O THREADED ROD P05T BAaE v
WALL SHEATHING SECOND FLOOR 3
'/,•
STRUCTURAL.PANELQ THREADED ROD S/HARDBOARD PANEL INTERMEDIATE SHEARWALL HOLDDOWN 4 X 4 POST
EDGES SUPPORTS RIDGE/TOP PLATE
CONNECTION DETAILS
INTERIOR ZONE 6 Ba 10d 0" 6• CONNECTION DETAIL CANTILEVER DETAIL kL�
(2)IV:X 11%'ML
4'EDGE ZONE 6 8d 103 2 X 6 WOOD GAP SIMPSON HC2 FW
6• 6' SIMPSON H210 HANGER®16'
2 X ATOP RAIL Fj O LAG BOLTS®16 O C TRIPLE STUD
FIBERBOARD PANELS
7/16• 66 3 - 31 EDGE/G'FIELD TRPLE STUD w
TRIPLE STUD 0 63 COMMON NAILS
4X4 W00°P05T®48' ®6'OC FOR FULL
25/32• 8d 3 - 3•EDGE/6'FIELD HEIGHT OF STUD (2)16d COMMON NAILS dP r ,
2 X b BOTTOM RAIL �•O THRU BOLTS 6 04 FOR FULL HEIGHT l^_
GYPSUM WALLBOARD Sd CO0— Sd COOLERS TEDGE/10'FIELD DSCKNG CANTILEVER HOLDOWN DETAIL OF STUD
F
PARTICLE BOARD PANELS 8d ad SEE MANUFACTURER SIMPSON V73 HURRGANE r--- SIMPSON ND2A �•O THRU-BOLTS
CUPS®16'O C Xs•0 LAG BOLTS®16' HOLD DOWN 6
FLOOR SHEATHING slMPsoN HD2A
P T DECK J015T HOLD DOWN
h'O THRL)BOLT ®16'O C SIMPSON H•3 /1
DSL DECK JOIST NURRC4NE CUP®16' (B)ad NAILS®Tz O C § V
STRUCTURAL PANELS- T-0
ATPOST AGa EACH SIDE
SIMPSON U210 %'O BOLT X 24'LONG
1'OR LESS ad iOd 6'EDGE/12'FIELD• ACG EACH SIDE HANGER®16 Y'O BOLTX 24 LONG
GREATER THAN 1' 10d 1Gd 6'EDGE/6•FIELD SIMPSON 0520
4 X 4 POST PORCH/RAFTER/GIRDER STRAP 41 IV 0 G
SIMPSON PBA4 POST BASE CONNECTION DETAIL -
(8)8dN41L5®r:Oc tj
1ox1
m BASePLAo•xXre LOAD PATH/FLOOR FIRST FLOOR FIRST FLOOR
DRAWN JM/?a
SCALE ASNOTED
FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN JOHN.
(b)%GX I_LONG S1 TNUMBER
PORGH/DEGK/JOIST .ANCHCR80LT5 FOOT NG(TYP)
CONNECTION DETAIL FOOTING DETAIL A-
6
REVISIONS:
e RAIN GARDEN CALCULATIONS Table 1 Rain gardens less than 30 feet from 4-3-I RainGarden
downspout.
Size Factor
ROOF AREA 1 = 668.5 3-5 in. 6-7 in. s in. REScheck Software Version 4.6.2
O 668.5 (.17) x 1.0 = 113.6 deep deep deep
113.6x .25' = 28.40sf Required Compliance Certificate
0. A-
7-0"' 1 T-0" X 4'-0" X 6" DEEP RAIN GARDEN RECOMMENDED
. . . � �� �Q• � �, 3 Sandy soil 0.19 0.15 0.08
G 1 -� Loamy soil 0.34 0.25 0.16 M6*.pIanded v+r>ater
i" 1 ROOF AREA 2 = 1170
� i 0� pJ 1 Clay soil 0.43 0.32 0.20 depth�6" �'�'!W��r►pao p+'
35A�Q 1170 (.17) X 1.0 - 198.9 s�v avoid WOW Project Isallo Residence
1� - 3:1 side stop T(I!'P)
N P 5.6' ' 198.9 X .25" = 49.7 5f Required Energy Code: 2010 New York Energy Conservation
" w % AR F 1 5'-0"x 5'-0"x 6" Z 6'-6" x 8'-O" x 6" DEEP RAIN GARDEN RECOMMENDED '
04
Location-
4"
ocation: Suffolk County, New York
p i 3 1 4X 3 Construction Type: Single-family
DEEP RAIN GARDEN .: Project Type:
_ Z p i 1 New Construction
0) A MEN Garage roof and cont t
- N y -k 3 GA GE I driveway runoff
ROOF PAVEMENT AREA 3 = 503.5a � Conditioned Floor Area: 0 ft2
503.5 (.17) X 1.0 = 85.6 Cf '' " °"'�"�'dGlazingArea 20%
1`1 enundertirain � 1w. �, `µ '" "' gra Climate Zone: 4 (5750 HDD)
7 .4' PROPOSED ', 85.6 X .25" = 21.4 sf Required titt domed �a
1 � ENTRY DECK rer�uired 1824" ,
I , 5-0 X 5-0 X 6" DEEP RAIN GARDEN RECOMMENDED -32" ��h�� Permit Date:
I
21.4'EL 3 f 1 PROPOSED stone D t Permit Number:
8 �4 EL 4.2' FRONT ADDITION
.3 (or tmderciarein.
' ROOF RO PROPOSED O ".25 IS THE VALUE FOR 6" DEEP IN LOAMY SOIL '�aIn'"`t'B�' Construction Site: Owner/Agent: Designer/Contractor:
1 racluilrad 4295 Camp Mineola Road
ARE4 7 AR 1 SIDE ADDITION Mattituck, NY
10'-O" I Subsoif
IN SIDE SIDE RAIN GARDEN DETAIL
MM 4J
1 STY FAME
1 DWELLI
YARD I#4295 G WARD 1
f 1 Compliance: 1.3%Better Than Code Maximum UA: 235 Your UA: 232 �
The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code tradeoff rules. O
PROPOSED I G L 6 p' It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
OUTDOOR I EL \\'L 3.0' °
SHOWER
FIN. FL. a °o 0 00 0o po °�o° i••-I
PROPOSED SIDE . L.9.0' I / o ° ° ° ° ° ° o Envelope Assemblies
ENTRY DECK 1
EL 3,0 LIMIT OF MODERATE ° o ° o
WAVE ACTION LINE o o apo t� o° a��rat .fit• �° a If r F+�i W
i 1 o v
Cd
I 1 y i s EL.3._q, 1 00 0 0 ° ° c° o°o 0
w ° o 0 o Ceiling 1: Flat Ceiling or Scissor Truss 467 30.0 0.0 0.035 16 U
1 'r o Q
DESK Quo° foo Ceiling 2: Cathedral Ceiling 325 19.0 0.0 0.052 17 O
bou
3.7 o
0 0 c " 1,169 13.0 0.0 0.082 77
EXISTING WOOD Wall 1:Wood Frame, 16 o.c. 0 GN
PROPOSED 1 ��' o Window 1:Vinyl/Fiberglass Frame:Double Pane 195 0.320 62
REAR DECK 1 PLATFORMS TO o ca o 34 0.300 10 W
Wf BE REMOVED o Door 1:Glass
1 8a )4D, Q oo 0
6'-6"X 8'-0"X 6" DEEP °o o a ,. Floor 1:All-Wood Joist/Truss:0ver Unconditioned Space 1,510 30.0 0.0 0.033 50 �j �J
7-O"X 4'-O"X 6" DEEP -1� P` �`--++
y Q�\� I 'RAIN GARDEN (roof runoff) a a o 00 00 0
RAIN GARDEN (roof runoff) I U� 2 o 00 o Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
o. r°"m ° calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy a Cd
I °• ° o Q oO Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed In � C)
W/ � � � ^
FIRM ZONE BOUNDARY ° o o H a
the REScheck Inspection Checklist.
.0 4l
I - ' J °
1 - Name-Title Signature Date
I
ZONER40co
x.;
FRONT YARD SETBACK
cp :.
'C�� W U �pOb 6v�K p� 1 O REAR YARD SETBACK 35'-O" AR' FVCIS
011-
Project
«'
O SIDE YARD MIN 10'-0" -
/ ��• SIDE YARDS TOTAL 25'-O"
o Residence k Report date: 03/24/16
Project Tlt e• Iso
Data filename: C:\PROJECTS\MKS Arch itect\MKS_0116_025_1asel loResid\lasello REScheck.rc Page 1 of 1 UCd
1 / _ LOT AREA 11,545.74
Q Z
i
BUILDINGS .�
Z o 2�, EXISTING HOUSE 1076.42
/\� V FRONT ADDITION 57.40
SIDE ADDITION 376.55
` H]
TOTAL 1510.37 cis
PLOT PLAN DECKS
3 Scale:1"120'-O" ENTRY DECK 68.70 IAS E L LO RES 1 D E N C E
H �
REAR DECK 544.69
TOTAL DECKS 613.39 N
TOTAL LOT COVERAGE 2123.76
PERCENTAGE OF LOT 18.4
OCCUPANCY
GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS
1.All work shall conform to'the requirements of the New York T1 GENERAL NOTES, CODE REFERENCES, ENERGY CALCULATIONS CD
CODE ANALYSIS ENERGY NOTES FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles 8401.4, 8401.4.1, +�
ASPHALT ROOF SHINGLE NOTES State Building Code; all work shall also conform to the Al EXISTING PLAN�ELEVATIONS
8402.2 R404.1 AND R408.1 THRU 408.3 M
OCCUPANCY: Residential Single Family Detached requirements of any other Godes and authorities having A2 PROPOSED FOUNDATION, FIRST FLOOR�ROOF PLANS
9 Y 1. Calculations are valid up to 5999 degree days. 1. Asphalt roof shingles shall have self-sealing strips or shall be jurisdiction. The Contractor shall obtain and arrange for all A3 PROPOSED ELEVATIONS � "
interlocking and shall comply with the requirements of ASTM D-225 ANCHOR BOLT SIZE AND SPACING: Refer to 2001 AFPA/WFCM Table 3.2A. g, r, o
required permits, nspection, certificates and tests. A4 PROPOSED SECTIONS
REFERENCE STANDARDS: 2. Certified conformance for Zone 11B. or D-3462
Residential Code of New York State A5 DOOR�WINDOW SCHEDULES, PLUMBING RISER, DECK PLANS
2.All foundations shall rest on undisturbed soil of 1 T.S.F. bearing PROTECTION AGAINST DECAY: Refer to Section 8319 A6 NAILING SCHEDULE AND CONNECTOR DETAILS t� �1 w
Wood Frame Construction Manual AF PA(2001) 3. Wood framed floors,walls and ceilings shall have an approved 2.All fasteners for asphalt roof shingles shall be galvanized steel, z
capacity; contractor shall have the level of acceptable bearing
Climate Zone:115 vapor barrier(permeance rating of 1.0 perm) installed on the stainless, aluminum, or copper roofing nails. Fasteners shall be PROTECTION AGAINST TERMITES: Refer to Section R320 Cd W 00 4.
\
Degree Days:5750 "warm in winter' side of thermal insulation. minimum 12 gage shanked with a minimum 3/8" dia. head, and of sufficient strata verified in the field. o
length to penetrate through the roofing materials and the sheathing. FLOOR SYSTEM: Shall comply with Chaper 5 and AFPA/WFCM 2001 Section 3.3. •2 "
DESIGN LOADS: 3.All concrete work shall conform to requirements and
4. Windows and sliding doors shall have a max. air infiltration recommendations of AGI-318-99 "Specifications for Structural Lo U
Roof. 20 psf ground snow load rating of 0.3 CFM per square foot of window area. Swinging 3.Asphalt roof shingles shall have the mimimum number of fasteners as WALL BRACING SYSTEM: Shall comply with Sections R602.8, 602.10, R602.10,10, Lo
Concrete for Buildings"(fc'-3000 psi);All exposed
Basic Wind Speed:110 mph doors shall have a max. air infiltration rate of 0.5 CFM per required by the manufacturer. 8613.2,AND 8613.3 ,a
Uplift 18.1# square foot of door area. slabs, garage slabs, and steps shall be 3500 psi air-entrained. C W
Dead Loads:10 psf Reinforcing steel shall conform to ASTM A-615 Grade GO. - w
4. For normal applications, asphalt roof shingles shall be secured to the WINDOW ANCHORAGE: Shall comply with Section 8613.5 R.
Table R301.4 5. Skylight shafts shall have a minimum insulation value of R-19. roof with no less than four(4)fasteners per strip shingle or two(2)
4.All framing members shall) be Hem-Fir#1 (Fb =975psi); WINDOW MULLIONS: Shall comply with Section 8613.6
fasteners per individual shingle. PY
Minimum Uniformly Distributed Live Loads 6. Garages-front, sides, doors, interior shall have max. U=.40 provide (2) 2x8 header olver all wall openings, unless
(in Pounds per Square Foot) otherwise noted. EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, R703.4 Refer to
5.Asphalt strip shingles shall have a minimum of six(6)fasteners per P Y
7.All fireplaces hall be provided with a damper for outside shingle where the eave is 20 feet or higher above rade or where the Table R703.4 for weather-resistant Siding Attachment and Minimum Thickness. Refer to
Use Live Loads g g g S. Micro-lam girders (ML)shall be laminated veneer lumber with
combustion air 150-200 CFM. All flues shall have tight seated base wind speed is 120 mph or greater. Table 8703.5.2 for Wood Shakes or Shingles. CI1
Exterior Balconies 60 damper with a max. air leakage of 20 CFM. All fireplaces E=2,000,000 PSI. Fb = 2,800 PSI, as manufactured by
Decks 40 shall have tight-fitting non-combustible doors. TRUS-JOIST McMILLAIN. FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5
Passenger Vehicle Garages 50 6. Double frame around all openings, under parallel walls and ROOF/CEILING CONSTRUCTION: Shall comply with R801.4 and AFPA/WFCM 2001 Refer V
8. The Contractor shall submit the design, size and type of under bathtubs. Provide Simpson hanger connections at all
Attic without storage 10 mechanical systems which will be used, in sufficient detail, as to Rafter Span Tables R802.5.1(1)and (2).
Attic with storage
20 required by the Building Department. flush structural load beariing conditions.
40 ROOF ASSEMBLIES: Shall comply with Section 8902, 8903 and 8904,
Rooms other than sleeping rooms 9.All thermostas shall be adjustable from 55 degrees to 7.All concrete block shall conform to ASTM C90; Mortar shall be
N
Sleeping Rooms 30 85 degrees Forenheit. type M ROOF SLOPE: Shall comply with Section 8905.2.2
Stairs 40 8.All steel work shall conform to the requirements of the AISC ASPHALT SHINGLES: Shall be secured to the roof with not less than (4)fasteners per strip
10.All ducts and pipes shall be insulated as required by code. "S
Specifications for Design, Fabrication and Erection of
Guards and handrails 200 p g shingle or(2)fasteners per individual shingle(8905.2.6)
11. HVAC Contractor shall verify heat loss calculations. Structural Steel for Buildings". Steel shall conform to U)
DEFLECTION LIMITS: ASTM GRADE 36. INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread and smoke-density U U1
Rafters with no finished ceiling attached: L✓180 12.All cellar and/or basement doors shall be insulated. requirements of Section R315.
Floors: L✓360 9.All electrical work shall conform to local NEC and Underwriters
Laboratory requirements.
13. The Architect certifies that to the best of his knowledge, INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section R316.
Belief, and professional judgement that the plans are in
compliance with the Energy Conservation Construction Code
10. Pre-fabricated fireplaces and flues shall be UL approved. GYPSUM BOARD: Shall conform to Section R702.3.
of New York State. (July 3, 2002) 11. Install smoke detectors sand carbon monoxide detectors in
MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: Refer to Section
accordance with all state! and local code requirements. 8307
12. The Contractor shall verify all existing conditions before STAIR LANDING: Shall comply with section R311.5.4
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA starting construction and shall notify the Architect of any
ambiguities or discrepancies before proceeding with STAIRWAY: Shall comply with Section R311.5
WINTER IGE 5HEILD AIR the work. If any questions arise before or during construction HANDRAILS: Shall comply with Section 8311.5.6 DRAWN: JM MIS
GROUND WIND SEISMIC SUBJECT TO DAMAGE BY UNDERLAY- FLOOD FREEZING as to the intent or detains of the drawings, the contractor SCALE:AS NOTED
SNOW (SPEED IN DESIGN FROST LINE DESIGN MENT HAZARDS shall call the architect, Mark Schwartz, at(631)734-4185 for
LOAD MPH) CATEGORY WEATHERING TERMITE DECAY TEMP. REQUIRED INDEX clarification and/or instructions. If the contractor fails to
DEPTH SHEET NUMBER:
follow the above procedure, he shall assume all responsibility
MOD. TO SLIGHT TO for the consequences of his actions and/or decisions.
20 PSF 120 "G" SEVERE 3'-O" H�,� MODERATE 11° YES AE 500
13. The owner shall arrange for supervision of the construction
work to ensure compliance with the contract documents. T- 1