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BUI MENT ��
VIL E OF RYE )OK + D --
938 KING FT RVE BR ;�, NY 10573 � ;� APR 2 Q 2023
-�
W rg VILLAGE OF RYE BROOK
~ BUILDING DEPARTMENT'
FOR OFFICE USE UNL :
Avb3 •Apprsa�al Halle: QY 1�2fits
/� Application # 1 113 -� L1141
Apprmal Signature: A11011TECTURAL REVIEW 13OAlID:
Disapproved: f Date:
BOT Approval Date: Case# Chairman:
PI3 Apprrn al fate:_ Case # : Secretary:
s
/_BA Approval Elate: Case#
Other:
lam'
Application Fee: 75 Permit Fees:,# 3 pov—�
j FIXTERIOR BUILDING PERMIT APPLICATION
licalion slated: `'J U
Pt' --� is IterehN made to the Building Inspector oflhr VillatiC O1•KyC I3rsklk.N1'.tier the issuance ufa J's:rmit liar the
eon5lruction of buildings.structures. additions.alu:r;ttions or liar a change in usc.as per detailed xlatenrent dcscrihed belo%V.
I. JobAddress: 9-96-KING_STREE1
1. Parcel ID#: 129.43-1-9 -- Lone: R-15 - -
3. Proposed Improvement(Describe in detail): REMOVE AND REPLACE EXISTING
DECK AND GAZEBO. NEW PERGOLA
ABOVE DECK. - - -
4, Property Owne:•:_l1LLLCHAR SEGALs _
Address: __996 K1NG STREET_VILLAG_E QE_RYE aROOK _
Phone #_914-4_03-_ Cell 4 e-mail
List All Usher Properties(.honed in Rve Brook:
Applicant: JAN HILTZ/JAN HILTZ INTERIORS LLC
Address: 21 BRIDGE SQUARE, WESTPORT, CT 06880
Phone 203-331-5578 Cell # 203-331-5578 e-mail janhiltzinteriors@hotmail.com
Architect: Dave V da . A.i A
Address: 26 Avenue C,Norwalk,CT
Phone# 203-981-7075 Cell N_ __e-maiI_navyv tOO1@Rmail.com
Engineer: ROBERT S. ZMARZIAK P.E. /SOUND VIEW ENGINEERS & LAND SURVEYORS LLC
Address: 239 Glenville Road # 1, Greenwich, CT 06831
Phone w 203-532-1300 Cell H c-mai I
General Contractor: Morano Group LLC / Valerio Morano Saglioceo
Address: 543 Halstead Ave, Mamaroneck, NY 10543
Phone# 914-698-4065 Cell # c-mail val@moranoercup.com
ll)
Occupancy;(I-I:ant..2-Fan..Conunercial.. etc...)Pre-construction: 1 FAMILY Post-construction:_ 1 FAMILY
6, Area or lot: Square Ieet:_ 67,51() —Acres: 1 55n
7, Dimensions From proposed building or structure to lot lines: front yard: 1 91 .8 rear yard:
right side yard: 80.9 left side yard: 47.7 other:
8. If building is located on a corner lot.which street does it front on: NO
9. Area or proposed building in square feet: Basement NIA I" 11: 1W Il: 3" Il
10, Total Square Footage of the proposed new construction: REPLACE 677 Sft DECK 1 19 Sft GAZEBO
11. Fur additions, total square footag added: Basement: NIA I'' fl: _ 3"d fl:_ 3rd I1.
12. Total Square Footage of the proposed renovation to the existing structure: NI
13. N.Y.State Construction Classification; 5B N.Y.State Use Classification: RE
14. Number of stories: Overall I lei- it: 81 Median I Fight: _
15. Basement to be full, or partial:_ N/A finished or unfinished:
IG. what material is the exterior finisls: TREX DECKING/AZEC i_ _
17. Roorstyle: peaked.hip. mansard.shed. etc: PEAKED GAZEBO Roofing material: MATCH HOUSE
18. What system of heating:_[
19. If private sewage disposal is necessary.approval by the Westchester County I•lealih Department must be submitted with this
application. N/A
20. Will the proposed project require the installation of a new.or an emensioni'modif ication to an existing automatic fire
suppression systems?(Fire Sprinkler. ANSL System, FM-200 System,Type I Hood,etc.-.) Yes: No:
OjYes.applicant nmsr submil it syxu fife.Ilmlrutic hire Suppression.1•t:+1em Permit upplicutian& ?seta of deutiiecl en��ileered Nhrls!
21. Will the proposed project disturb 400 sq. ft. or more of land.or create 400 sq. ft. or more or impervious coverage requiring a
Slormwater Mana-ement Control Permit as per§217 of Village Code? Yes: No: _(Area;
22. Will the proposed project require a Site Plan Review by the Village Planning Board as per §209 ol'Viflage Code?
Yes: No: X_ (il,tes, a/rpliccurr Inow .vuhnril a.`he I'lurr.Ipplicutiw+.d` pen+irle cletculed cfrfitirirtgsl
23. Will the proposed project require a Stecp Slopes Permit as per§2 13 or Village Cod` Yes: No: __X_
of tt•x.}nu Inns/submit a Sue l'luI:t pplicariorr, A.provide it derailed tupul rtyAkid s11rvc17
24, Is the lot located within l00 ft. of a Wetland as per §245 of"Villa®,e Code? Yes: No:
til yes. the area cal it eland and dtr wetland htdiir=use must he pruperh depicted m the sm7�ev&sue plus)
25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No: x
(irves, the ureu find elevations ul the finchl plane must he properly depicted un,ere survev d'•site p/uni
26. Will the proposed project require a'Free Removal Permit as per§235 of Village Code? Yes: No: �X
til}'es. nplrlk•unt nurse xrrhntit tt l i•ee kcuturul l'crnrit:Ippliratiort/
27. Does the proposed project involve a Home-Occupation as per§250-39 of Village Code'? Yes: No: x
Indicate: TIER I: TIER 11: TIER III: ri/:l'es. cr llome Occ•Iputicm Permit.-Application is reyuiredl
28. List all zonine variancesaramed or denied for ncc subiect propert}:
29. What is the total estimated cost ofconstrtrction: S 200,000 !Vtme. 'fire estintwed cost
shall include all+ire irmpruremeftts. hthur•, rrteuerial, sut!ffilding.fixed equipment,pruli'ssifinal%ees, incllding ant•material and hrhur which
mat'he durrared l;rutis. Il,rlreJincrl Corr exceeds lire esfimuterl cost, un atldwonallee will 1x,required prior 10 issilance o. the C.O.
30. Estimated date ol•completion: December 2023_
l2f
BUILDING DEPARTMENT
VILLAGE of RYL: BROOK
938 KING STREET RYE BROOK.NY 10573
(91-4)939-0668
RESIDENTIAL LOT AREA COVERAGE
Address: 996 KING STREET :Section: 129.43 Block: 1 Lot: 9
PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-881
YOUR ZONE AREA IN MAIN ACCESS. DECK
ZONE DISTRICT SO. FEET BLDG. BLDG. MAX.
CHECK) MAX.
R-35 35,000 14% 4% 5%
' R-25 1 25.000 14% 1 3.5% 4%
R-20 20,000 14% 3.5% 4%
R-15 15,000 16% 3.5% 4%
R-15A 15,000 12% 3.5% 4%
R-12 12,500 17% 4% 4%
R-10 10,000 1 20% 4.5% 3.5%
R-7 7,500 23% 4.5% 3.5%
R-5 5,000 30% 5% 3.5%
i R-2F 5,000 30% 5% 3.5%
Existing: Proposed:
1. AREA OF LOT 67510 Sq. Ft. 67510 Sq. Ft.
2. AREA OF HOUSE
a. Coverage of Main Building
(Including Attached Garage or Accessory Building) 3486 Sq. Ft_ 34$6 Sq. Ft.
° °
b. Area of 1 s, 5.16 /o 5.16 /o Floor Divided By Area of Lot x 100
3. AREA OF ACCESSORY BUILDING
(Includes Detached Garages. Tool Shed, Playhouses) N/A Sq. Ft. NIA Sq. Ft.
a. Coverage of Accessory Building
Area of Accessory Building Divided By Area of Lot x 100 NIA % NIA %
677 +119 GAZEBO 677 +119 GAZEBO
4. AREA OF DECK Sq. Ft. Sq. Ft.
a. Coverage of Deck 1 . 17 ° 1 .17 0
/°
Area of Deck Divided By Area of Lot x 100 /°
I attest to the hest of m7 knowledge and belief. the above inibirmation is correct.
1Am4"t`157 JM-a-t-
__A_
Signature
f�►
X/12.'202 i
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KLtiG STREET RYE BROOK, NY 10573
(914) 939-0668
IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS
Address: 996 KING STREET Section: 129.4' Block: I Lot: 9 Zone: RIS
IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above
the ground which are comprised of materials through which water cannot readily flow, including, but not limited to
asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court
yards,sports courts,swimming pools, patios,sidewalks, ramps, terraces and driveways.
TOTAL MAXIMUM PERMITTED MAX. PERMITTED
COVERAGE Zoning D.4PERVIOUS
LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT
(sq.R.) For Base Lot For Lot Area YARD(%)
Area (sq.ft.)* Over Base R-35 15
Lot Area (% R-25 20
0 to 4,000 0 55 R-20 30
4,001 to 6.000 2.200 35
6,001 to 12,000 2,900 27 R-15 35
12,001 to 16,000 4 520 26 R-15A 35
16,001 to 20,000 5,560 25 R-I2 40
20,001 to 30,000 6,560 24
30,001 to 40,000 9 960 23 R-10 45
40,001 & larger R 11,260 22 R-7 40
R-5 30
*'Base Lot Area" is the minimum end of the lot size R2-F 30
range in the "Lot Area" column
Area of lot: 67,510 sg.ft. Existing Allowed Proposed
Total impervious coverage = 8,212 Sq.ft. 14,852 S . ft. 8,227 S .ft.
Front impervious coverage = 16.4 % 35 % NO CHANGE %
I attest to the best of my knowledge and belief, the above information is correct.
Engineers Sign e
(4)
8112.2021
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KING STREET RYE BROOK,NY 10573
(914) 939-0668
BULK REGULATIONS IN RESIDENTIAL DISTRICTS
Address: 996 KING STREET Section: 129.43 Block: 1 Lot: 9
MAXIMUM GROSS FLOOR AREA
USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area --21,780) x 0.11478421 ]:
a. Allowed 5708 Sq. Feet
b. Existing = 5439 Sq. Feet
c. Proposed e no change Sq. Feet
HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS
DEFINITION. A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of
the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane
beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the
specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer
windows not covering more than 10% of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using
the formula: Height/ Setback = X. where X is the required side or front yard ratio for the zoning district in which a property is located
as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings.
FILL iN YOUR RATIOS:
[-
ZONE ZrISTNVG PROPOSED REQUIRED
FRONT: FRONT: FRONT: .44
R-35 SIDE: SIDE. SIDE: 1.20
FRONT: FRONT: FRONT: .48
R-25 SIDE: SIDE: SIDE: 1.30
FRONT: FRONT. FRONT: .60
R-20 SIDE: SIDE: SIDE: 1.60
FRONT: 60 FRONT:no change FRONT: .60
R-15 SIDE: 160 SIDE: no change SIDE: 1.60
FRONT: FRONT: FRONT: .80
R-ISA SIDE: SIDE: SIDE: 2.40
FRONT: FRONT: FRONT: .69
R-12 SIDE: i SIDE. SIDE: 1.60
FRONT: FRONT: FRONT: .80
R-10 SIDE, SIDE: SIDE: 2.40
FRONT: FRONT: FRONT: .96
R-7 SIDE: SIDE: SIDE: 3.00
FRONT FRONT: FRONT: 1.20
RS SIDE: SIDE: SIDE: 4.00
FRONT: FRONT: FRONT: 1.20
R--?f SIDE: SIDE: SIDE: 4.00
1 attest to the best of my knowledge and belief, the above information is correct.
Engineers Signa re (S)
8/12/2021
BUILP,ji-, TMENT
APR 2 0 2023 B
VILL' i OF RY��"OOK
938 KIN(. xi,RYE ORO( NY 111573
VILLAGE 0i BROOK
4 1-006,8_
BUILDitv 'TMENT
AFFIDAVIT OF COMPLIANCE
V11 I AC& C'(-)L)L. �2 16 - STORM SEWERS AND SANITARY SEWERS
THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIC;NAT:_RE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED
ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION ANY BUILDING OR PLUMBING PERMIT
APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT .
STATE OF NEW YORK. COUNTY OFWESTC (ESTER ) as:
31. MICHEAL SEGAL _. residingat. 996 KING STEFET. RYF BROOKt I Yill[ .being duly sworn, deposes and states that (s)he is the applicant above named_ and further states that (s)he Is the
legal owner ol' the property to which this Affidavit of*Compliance pertains at;
996 KING STREET Rye Brook. NY.
FLIl1hCr that all statements contained herein are trUe, and that to the best of'his;lier knowledge and belief, that
there are no known illegal cross-coruiections concerning either the storm sewer or sanitary sewer, and further
that there are no roof drains. SLII11p plimps, or other prohibited stormwater or groundwater connections or sources
of inflow or infiltration ofanv kind into the sanitary sewer from the subject property in accordance with all State.
County and Village Codes.
4_��HER
VICHAEL SEGAL
Sworn to belbre me this WITNESS
Jay of'
ANNETTE MERCADO
Notary Public.State of New Yof%
No.01ME6050162
Ouallfied in Dulchess County
Commission Expires October 30,201L
This forni must be properly completed & notarized by the Design Professional of
record and the Property Owner. Failure to provide this completed form with your
permit application will delay the permitting process.
•1,: :� J:J,;h •I,e �; :�-J,l•:k:,t •J,: :E:•J,: :l• •l,.:,. •J,; ,_ •J,:J,:•J,;:,S; , •J,: •J,: •1,.•J,; •J,: �;:
Notice of Utilization of Truss Type, Pre-Engine ,�
or Timber Frame Construction.
IE
Title 19 Pert 1264 & 1265 NYCRR 7J A 7PR 2023
To: The BuildIn�g Inspector of the Vi1la4ge of Rye Brook. VILLAGE dF RYE BROOK
BUILDING DEPARTMENT
From: ENGINEER OF RECORD
Subject Proprrcv: 996 KING STREET SBL: 129.43-1-9 Zone. R-15
Please take notice that the subject; �X One or TNSo Family; ❑ Commercial,
XNew Structure
Addition to an Existino Structure
Rehahilitation to an Existing Structure
to he constructed or performed at the subject property will utilize;
Truss Type Collstructiorl (TT)
.XPre-Fn,_,ineered Wood C0115tr 101011 (1)W)
Timber Construction (TC)
in the folloNN ing location(s);
XHoor Franihig. includin4g, Girders & Beams (F)
T Roof Framing (R)
X Fluor Framing and Roof Fratnin�ti (F R)
Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or
building rttilizinrg truss type, prC-engineered wood, or timber construction nyust be posted with a
Truss ldentificatiort Sign. installer) iii c011foi emote with NYCItR §e_Ga Ibr Commercial Buildings,
and NYCRR §I265 for One & Two Family Dwellings.
)aw I
—� 3_ _— HAW67AL
1 we I'rutx rty(Y��urrI WITNESS
��_ _ 2 ANNETTE MERCADOJ�-�"^�'�-
tkiir _ Notary PubPlc,Slate of New i'i)'t'rN Pki is
No.011ME6050162
Qualified in Dutchess County
Commission Ewires October 30,209&
This application must be properly completed in its entirety by a N.Y. State Registered
Architect or N.Y State Licensed Professional Engineer & signed by those professionals where
indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject
property, and the applicant of record in the spaces provided. Any application not properly
completed in its entirety and/or not properly signed shall be deemed null and void, and will be
returned to the applicant. Please note that application fees are non-refundable.
iexi ix it iexit xitxirxxie ie ie ix to ti it ie ie iexxlk ie%Ye is it is ie it it yF ie%%ir%%%%�%ie%irux%it it%%it%%irK%ae ie io%%%�xirx it%*x9r%ir ie**vr%*ai%i[xir it se it it ie iir it aie+i it r.r
STATE OF NEW YORK.COUNTY Ol' WESTCIIESTER ) as:
.N HILTZ /JAN HILTZ INTERIORS LLC. being duly sworn, deposes and states that lie/she is the applicant above [tamed.
(prim name of indn idual signing as the applicant)
and further states that Mile is the legal owner of the propertN to which this application pertains, or that (s)he is the
AGENT ror the legal o,.ti.ner and is duly authorized to stake and file this
application.
(indicate architect.contractor.agent.annnu�.etc.)
That all statenients contained herein are true to the best of his/her knowledge and belief, and that any work performed. or
use conducted at the above captioned property will be in conformance with the details as set forth and contained in this
application and in any acconipanyingapproved plans and speeilications,as well as in accordance with the New York State
Uniform Fire Prevention & Building Code. the Code ol'the Village cif live Brook and all other applicable laws,ordinances
and regulations. By signing this application. the property owner further declares that he/she has inspected the subject
property. and that to the bell of his/her knowledge there are no roof drains. sump pumps or other prohibited stormwater or
groundwater connecticnts or sources of infiltration into the sanitary sewer system on or from the subject property.
Sworn to before nic this ,� / S%vorn to before me this 13
t1s J
da} of r . ?0,13 day of ? _
_A
Signature o1'I'rohcrl� U�� er `.�Q oS58to ttot•Applicant
tJO�� i
,L D; _
MICHAEL SEGAL % At,ByAN hILfZ /JAN HILTZ INTERIORS LLC
Print Name of I'roperi% O%%ncr �i;L—) % .31.2 ,rfi,*,N je ol'Applicant
WITNESS �lNNECI`G.``�b
_7'1Zeu��s -
Norarn t'uhlic
J
ANNETTE MERCADO
Notary Public,State of New York
No.01 ME6050162
Qualified In Dutchess County
Commission Expires October 30,20rd4r
IH)
VAYDA
ARCHITECTS&
THE PATHFINDER GROUP LLC
26 AVENUE C
NORWALK CONNECTICUT 061154
203-981-7075
NAVYVET00119GMAILCOM
Sound V liew "_1
't
LNGINEElti LAND SURVEYORS/LCk,
23.9 q-211-31w'Road. 30'^+
/ \ � � r� � �� 'a:i:,` CIS£ i't.JC.J.-:! ���fQ�l:l:i :A'�S.tI:BJ..
�� r3)7?M'hJ0�c st'vrtb t<c'a3�Er:�,r,(/f
THE MUNSON COMPANY
.4i 9 NORTH GOODWIN AVENUE
ELMSFORD,NY 10523
7 'Village of Rye Brook
t
A rc h.il'e C W t ard
Date:
Approval
P
IL Chairman-.___
`7
F
SITE LOCATION AALN
W;f
Deck, Pergola and Gazebo for Segal Residence PERMIT
,r_'%3
SBL# %71
996 King Street, Rye Brook NY 10573 DATE P - ISSUE FOR
REVIEW &
APPROVALS
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-Z CD, 2.'C�-
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NY
DRAWING LIST/ Z 7 IWA IN .31: — %of RveBrook,
BUILDHI so
7
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DATE AND ISSUE LIST i LLJi�'ZOE 0_i;�. U GRAPHIC LEGEND ARCHITECTURAL ABBREVIATIONS DRAWING SYMBOLS
-MC in�t C,<!t' L'DWG NO, TITLE T
- _._ - — — I Wetlands A/C An Ccrd*,Icnng H.B -Hose bib SH shell Window tog:window number
-ARCHTECTURAL DRAWINGS Ack A*ItCble H.W.H. -Hot water heatow Ss -Slanleass steel FLOOR PLAN Drawing title O
C-100.00 Cover Sheet AF. Above firish Door HDR.. -Header Sym. -syrnmetrical 1/4"=1'-0' 1 L_J
Earin or Compact 11i I BEDROOM
8 F. -3orer Flut HD%V.. -Hordwore #201 Room name&number
C-101.00 General Notes,Specifications,And Aichiieciuial Site Pion B.O. Bottom Of
HT. -Height r.a. Towel bar
di Porous fi I B:).Q -Heated towel bar T.B.O. To be de*m*vd
C-102.00 GeneratorAd Additional Elevation reference drawing
HTG. -Heo5rg T.0 lop of and sheet number OIL FIRST FLOOR
Site Plan(See plans by The Munson Company) Q Datum-control point
BLKG. NocbV HVAC -Heat&Atr Ccrxi T.P -lode paper 9-T
Concrete BVAT Basement LD. -hs;de acmetef Tv � � i
-lelevikn
C.5 calm 8 wn W. -C'chen -&G -1orqA 2 Section reference:
FE6 100.00 Existing Conditions Replace Deck Plan
Concrete block(CMU) C-1. -Control lout LC.C. -Lead cooled copper Tele. Telephone A 3.I drawing _ _ __� i—�CAB Cotvnet I.Ak -lamnale Typ. lypical and sheet number
A-100.00 1 Proposed Foundation Plan CLG Cog LAV. -Lavatory
.Ubrary U C.N Unless otherwre
North arrow
CONC Concrete 11B. _1\
A-101.00 Proposed Deck and Pergola Plan Stucco or Mortar Detail reference:drcw*ng :V23 nt r"M
CIR. Counter MO. -Mosonq operaV voted COw-Cam'�Te%%A
DS Downwout MAX. -Mm6nurn VI: and sheet number M" 4 ft-7ftL0~ 9
Verily,n field vslbv W%C-16
vn%z P"ISTR To
Stone or Marble Ow Dshwosher MN. -.%*ir_jtr, vent �erticoi 6CW=V&TWAIM
A-200.00 I South and Wesi Elevations New Deck and Pergola ------j Dimension One VAIX��
OR Doubt, NJE Not EleCY11ed Vest Ves-We rl-Lym.M$1.
Door tog:room number A-201.00 Proposed Gazebo Plan and Elevations Brick OWN Down WA -Not Applicable
OR TwoNJ.0 Not in Controct W! VAM
and door letter j
I-J. Expon,;rr JogN 4.1-3. Not to scale W/W Viol to-oofi A
ZONING ANALYSIS FOR PARCEL ID 129.43-1-9
A-500-00 Deck Floor Board Layout
� -eaton 0 C Oq centef Wate7ect:2` Hardwood ELEV Be Zone Location P15ZONE 67,510 SOFT LOT OR 1.550 ACRES
Ed W31 OD. OuWde diameter WVIF Welded Wre Fdm,- MAXIM
S_I OD.CO I STRUCTURAL PLANS A)Rem- Jp% -Opering WC Wafer Gosef AILOWABLE PROPOSED
Plywood bus,. E)dsfrg Pl.tarni. -ftic kmvxge he Wood OWNER APPROVAL:
S-101.00 STRUCTURAL DETAILS F.8 0. Furnited try otter Pot -Poe0wed RIS Residence 2 stories&30 feet No Change
FD. Floor ftn P?wd. -mood MINIMUM LOT AREA 15,000 SOFT 67,510 Sqft No COUNTY LICENSF,--M
Rough Lumber F.0 F Face of firon FRONT YARD SETBACK 40' SEE SURVEY ") �---!/ t�/
FS FIA S�e R -Rodu SIDE YARD SEIBA'CK ELECTRICIAN. �IGATURJ
R.D. -Roe,d=
Wood blocking REAR YARD SETBACK 40* PROJECT
ISONE SIDE TOTAL OF 2(401 SEE SURVEY
RN.. F" R.O. -Rouo operr-g SEESURVE
FLR.. Roor Pe4d. -Reed Y REQUIRED TO FILE
Rigid insulation FFG.- FoohN RM -ROM Scope of Work:RepIcce,ex6na rear deck with new Composite Deck,new sonotube footings
G%'B -Gypsum wall bwd new P.T.structial homing,reconfigured stairs,and Custom Pergola above new deck. 996 KING STREET
Batt.insulation New replacement Gazebo over existing footpiini.(No footprint expansion) RYE BROOK,NY 10573
Proposed railing and ballustrocle for deck and Gazebo to be composite moierial. DFLAVANG ME
New Generator
V_ COVER SHEET
Ij I ff-3 Lff--Z3 U V
sm 10.28.2
.4 oA 021
AS-BUILT/FINAL SURW:�' U ;SM)JECT NO,
APR 2 0 2023 Lt) 4 DPAWM BY
REQUIRED PRIOR 10
CHXIW
FINAL INSPECTION SHEET NUMIER
F. VILLAGE OF RYE BROOK C-100.00
BUILDING DEPARTMENT
GENERAL CONSTRUCTION NOTES
r I.THE GENERAL VOTES LISTED HERE MAKE SPECIFIC REFERENCE 10ALL WORK ON THIS 13.IF,WITHIN ONE{I)YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION.OR WTI VAYDA
HIN SUCH
DRAWING AND SHALL APPLY EQUALLY TO ALL ACCOMPANYING DRAWINGS AS IF THEY LONGER PERIOD OF TIRE AS PRESCRIBED BY LAW OR BY ThE TERMS OF ANY APPLICABLE 25•ALL DOORS AND FRAMES'0 BE PLJ.MB AND LEVEL.ACCURATELY AUGNED AND ARCHITECTS&
ADJUS-DOORS AN
SECURELY ANCHORED. AND HARDWARE FOR SMOOTH OPERATION. THE PATHFINDER GROUP LLC
WERE ART SAME SPECIAL WARRANTY REQUIRED BY THE CONTRACT DOCUARENi,ANY OF THE WORK b CONTRAC-CR TO FOLLOW INTERNATIONAL RESIDENTIAL CODE 2021 FOUND BY THE TENANT TO BE DEFECTIVE CR NOT INACCORDANCE WITH TI IF ORIGINAL 26 RESERVED VILLAGE OF RYE BROOK-TOWN OF RYE
WIND LOADS DESIGNED FOR 100MPH.IRC 2021 TO BE REFERENCED ANC CURRENT NY STATE DOCUMENTS,THE G.C.OR TENANT'S OWN CONTRACTOR(WHOEVER PERFORMED ORIGINAL 26 AVENUE C
UNIFORM FIRE PREVENTION AND BJILD"+G CODE AS CURRENTLY IN EF--E{T b"la DING WORK)SHAD CORRECT IT PROMPTLY AT NO COST TO CUENT AFTER REC EPT OF WRITTEN 27 AN 9 X fi SAMP-E OF ALL FINIISH MATERIALS TO BE SUBMITTED FOR APPROVAL BY Now or Formerly Blind Brook Club.Inc. Tax NORWAL.K,CONNECTICUT 06854
CODE OF THE VILLAGE OF RYE BROOK INCLUDING IRC 2020 NOTICE PROOF-Y AFTER DISCOVERY OF THE CON not.. ARCHITECT PRIOR 10 COMKE�CEMEAT OF WORK _ SECTION 129.43
'� r-----� 203-981-7075
2.THE G.0 SHALL VISIT WE SIZE AND CAREFULLY EXAMINE ALL THE AREAS AFFECTED SY THIS 14 ANY DIFFERENCES BETWEEN THE MIN UNIFORMLY DISTRIBUTED LiVE LOAD t Section 129.58 Block t 1 1 BLOCK 1
_ I Lot I NAVYVET001 @GMAILCOM
WOR<-0 BECOME FAMILIAR WiTH ANY PERTINENT FIELD CONDITIONS AND CRITICAL REQUIREMENTS OF THE DRAWINGS AND IZEQUfR&AENTS GOVERNING CONSTRUCTION: K"-�-x N 8' '---__
DIMENSIONS AND ALL DIFFICULTIES THAT WILL ATTEND THE EXECUTION Or TF•IS WORK.G.C. SPECHCATIONS OR ANY DIFFERENCES AS NOTED WITHIN ThE DRAWINGS THEMSELVES.GR _ _ s 21.20a IT, _ �I of--F� -- L-_�__J �.
c LOT 9
SHALL PERFORM THIS INSPECTION WRIN THE SPECIFICATIONS THEMSELVES,SHALL.BE REFERRED TO THE ARCHITECT PRIOR TO -� `- �"---
LIVE LOAD Tax ent� 1 Sound View ,
USE: N a8• er 1
PRIOR TO SUBMITTING HIS PROPOSAL THE THE SUBMISSION OF SlttS.THE AP,C1-!NEON,ATM CLSCRETION,SHALL DEO�E Ia'H(CH OF THE �-----1 p 1 C n o r„ E°°'"►ent _ ENGINEERS 8 LAND 5UR 1'EYUf,CLC ;
SJBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE'HAT SUCH AN CONFLICTING REQUIREMENTS WILL GOVERN.THE G.0 SHALL PERFORM ThE WORK AT NO EXTERIOR BALCONIES 60 PSF LOt c I �' r 17J EXAMINATION HAS BEEN MADE AND LATER CLAIMS WILL NOT BE P,ECOGNIIED ADDiTIONAL COST TO THE OWNER IN ACCORDANCE WITH-HE ARCHTECT'S DECISION. , 9y '�'- ;�0 rlen;dLe=oa:,&4ts.k)
FOR EXTRA LABOR.MATERIALS OR EQUIPMENT DECKS 40 PSF 1 $ 1 � w•ate t'.reer.c;ctt. T GS��i lu
�
15.THE G.C.SHALL NOT ERECT ANY PARTITIONS UNTi_THE ARCH.RE'RESENTATIVE VERIFIES L-----•3 (xT:)ail-1.;C:r,(,3 sand.7ir,.�a YEr:u ne:
REQUITED BECAUSE OF OIFFICU1T1E5 PASSENGER VEHICLE GARAGES 50 PSF (?03)9?2-lti}1 N.' wux..v ncr.'Eue�y ell
n
ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION 5EEN LINES INAPPED IN FEtD.THE G.C.SHAH NOTIFY THE ARCHITECT 49 FOURS PRIOR 10 _ -ax
MADE. ERECTING STUDS. T ATTICS W/OUT STORAGE � 10 PSF �LOt I o
ZFisair.."o inl srw.f?tt va!`-.,YvEvi
)6.RESERVED ATTICS W/STORAGE OTHER THAN BEDROOMS 40 PSF 20 PSF ��13 i I LOt i
C;3.THE G C.SHALL VERIFY All DIMENSIONS AND JOB CONDITIONS AND SHALL IMMEDWELY -. 1 m ^ • }
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES,ERRORS,AM81GUlTIES OR OMLSSIONS IT RESERVED ROOMS O THE COMPANY
WHICH WOULD INTERFERE WITH T1 E SATISFACTORY COMPLETION OF All WORK.IF SUCH BEDROOMS 30 PSF 3 1' 9 NORTH MUNSONS O COODWIN AVENUE
NOTICE IS NC-FURNISHED 10 THE ARCHITECT AS HEREIN PROVIDED•THE G.C.SHALL BE ..
DEEMED TO PAVE FOLND SUCH PANS,DRAWINGS ANDjOR SPECIFICATIO%94 PROPER 18.THE GENERAL CONTRACTOR SHALL CHECK N)ILUNIG OPFM JG CLE ARAN,.ES FrR ST? STAIRS
CORA'fv^RFnfCL'Tiv'iL'. vEI1'.�lcY VF ECL"iPAi�7 Afw^/.1.?MAicr?tAu itivJ STiAIt fvVi�(AECCW tI'.T 6�IN8�TA=LY ( 40 PSF � �� r o EZk4SFOf�D,il1Y 410623
GUARDRAILS&HANDRAILS 200 PSF
4.All MATERIALS OR.ABOR FOR WORK WHICH IS SHOWN ON ihE DRAWINGS AND AS TO ANY POTENTIAL CONFLICTS. 4- C Co¢abo so.9' r
SPECIFICATIONS OR IS REASONABLY INFERABLE THEREIN AS BE3NG NECESSARY'O PRODUCE 14.Trlc GENERAL CONTRACTOR SHALL SUBMIT
A HISHED JOB SHAI BE PROVIDED BY THE G.C.WHETHER OR NOT THE WORK IS EXPRESSLY .,,..aM,,,,,,,,, I� 69.5'
FABRICATION SHOP DRAWINGS{W'RtPLICATt:)FOR All CFF-SITE FA&RICATEC fif�AS FOR I En
pool ,.
COVERED IN THE DRAWI,VGS AND SPECIFICATIONS.THIS APPUES TO ALL WORK WP,THE REVIEW BY THE ARCHITECT PRIOR'0 FABRICATION. qW"`4GLOGWIt"MOC=jcm,""
wa nrstoFrrru o atwcn a•,e t�+ao, Taxa7.Ba 36.0'-
EXCEPTION Of THOSE ITEM$INDICATED N.T.C.(NOT W CONTRACP,OR BY OTFERS. _ __ _ �_____� -,` o x
S.Al CONTRACTORS ARE TO INSPECT TFE JOB SITE,SECURE COPIES OF BUILDING 20.THE GENERAL CONTRACTOR SHALL SUBMIT TO ""` "r- ""` } '
:ra• .+. a,.c,,'�:n I.r_.,�acv ..w Lot 1 1 Lot U
nr •• • a o i,a I 6 1 �/
RULE AND REPORT ANY DISCREPANCIES ON PLANS OR SITE 10 THE ARCHf(ECT OWNER CUTS IN TRI'LICATE FOR ALL %. 1 A
�.�
PRIOR 10 ISSUING BIDS OR COMMENCEMENT OF CONSTRUCTION. CATALOGUE ITEMS INCLUDING ETl1'LDIvG STANDARD ITEMS. �e�_ �_____� b o i
CALLED FOR ON DRAWINGS(LIGHT FIXTURES, ' ' + " ��/ p
6.THE G.C.ShAI PROVIDE SHOP DRAWINGS FOR ALL AZEC COMPOSITE OR 0 v
APPROVED EQJAL STRUCURES AND RAAINGS/NALLUSTRADE FOR OWNER AND HARDWARE ETC.)PRIOR TO PLACING FINAL ORDER. �' ..
ARCHI=CT REVIEW _ _� Q�� AR-c,OF DECK?=PtACE,1.t4i- 7 7'
R=CCI UREC-S T aiKS.HEAV;IFGOLA P41'?10 iz EC-1, p LO x 31.4'
7.TF•E G.C.SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK.ALL 21.UPON COMPLETION OF JOB.THE GENERAL A_Gaup cD 2' 0'
SUBCONTRACTORS SHALL COORDINATE TH9R WORK WITH OTHER TRADES CONTRACTOR SHALL SUBMIT CERTiKATES OF INSPEC-ION FROM THE LOCA_BJiLDING AND ►row 21/a Story 1
. '-x x�
AND COWER iYlTIt V^TREK SLrBiCtV1RACI0?S lYrfr?Sf if'ORK WGft7AF11 Ci FlREPAJ 1rLFNTc ANJ FJF➢.4Ri4 N'OF)Y.418tS1.4°o!?C.41 AN�ElEC1R1CN,,AN0A a FraMe c•^�• f t
CERTIFICATE OF SATISFACTORY COMPLETION TO OWNER Tt►OH COPIES ARCHITECT. s z e -43.9' v� L Hotrs.(!9) 31.9' °
THEIR INSTALLATION.G.C.SHALL A SO ARRANGE ALL WORK 6N A PROPER
SEQUENCE Tax ¢ Sy a Clow _
22.WRtTTE�NOTIFTCATI;,N MUST BE SUBMITTT D FOR ANY CHANGE 8'f THE CONTRACTOR TO r-----� -6 � "catpe,. d� N ;Lot t�� '
8.ALL 4YORK WTI-fOIT EXCEPTION,IS 10 8E DONE!N ACCORDANCE WITH ALL FEDERAL. ARC�1T ECT FOR All COSTS OF CONSTRUCTION BEFORE AM WORK IS STARTED.SUCH Cops Lot -k •� 34 2' t
STATE AND LOCAL REGULATORY AGENCY CODES HAVING JURISDICTION OVER THE NOTI=1CATION MUST trtDICATE DATE PRICE AND SCOPE OF WORK.NO WORK IS TO CS BC,(ICS Post C •� i 26 i m o a ' stop \ 2
COMMENCE WITHOUT APPROVAL FROM ARCHITECT. e'er` S •
PROJECT. 50 9' e
23,WHEREVER POSSIBLE.THE GENERAL CONTRACTOR AND SUBCONTRACTORS S-iALL
4.DRAWINGS ARE NOT TO BE SCALED FOR .rcr.a■rarm�a >< e
i4ORb1ATI0N CONCERNING COLUMNS.EXTERIOR PROVIDE PRIOR 10 CONSTRUCTION.UNIT PRICES FOR ALL WORK SHOWN THESE PRICES I
•:y 1
Tax �.
WAILS,CDR:AREAS,ETC..SEE BUILDING SF•ALL BE GOOD=0R THE DJRATION OF THE FR0.ECT AND USED FOR Al SUBMISSIONS �. =% �-��• ' 1 Lp{�� o � o � � �
ARCHITECTURA.DRAWINGS. REGARDING ADC41104S OR DELETIONS TO WORK r ` r------► SiTE LOCATION - (p
I � •.ter' Lt__.1 30: �, s = Lot ; ��-%
10.IN, PASSING T-!ROUGH OR WORKG�G W ANY SUCH PACE(N THE PREMISES IN 2d.All WORK 10 BE DONE BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NO cD.ANY bcs lyvCalKS 1s'�r CD r I
THE PERFORMANCE OF All WORK AND WORK BY OTHER CONTRACTORS,THE G.C.SHAI!Ai ?
Q, a � Tax , 9.1 i
o ' L_----J
w5sm11-1?I SPECIFICATIONS MUST Sr wT;MrTr�D To ARC�E;.1 FOR APPoOaAI.sxoulD ��==°'�'t � � Z= r-----,
ALL 11AAES FURNlSy AND MAINTAIN PROPER PROTECTION FOR THE NEW FLOORS,WALLS, CONTRACTOR FWD aNY D6CRcPANiY iTMJ,S.a`TK!}y1A)[.tlfTTtC�S4 C7uFR IyT1N ertNCc T z Q v i LQi C ^fir,rr;X�',P=S.E �rvtb`v7 Pi�'LL"iuR:ttE��i/vn v•n�ic rrvruti}Vr iHt UWNtIZ.
THE CONSTRUCTION DRAWINGS.OR BE IN DOUBT AS IO'HE6t MEANING.THE CONTRACTCR t�...� Fes' c 11 L, _9__J
MUST NRNG THE QUESTION TO THE ATTENTION OF THE ARCHITECT BE:OR START OF �•+�� 'd'b 6D8ai•-
1 i.IT SHAI_BE THE RESPO�LSIBif(TY OF THE G C.TO DISTRIBUTE ADEQUATE AND ATESi .� art Ll a fit to -
COtuTP,UC?IOR.THE ARCHITECT WILL REVIEW THE QUESTION AND WHERE WFORMAION ra,a.�rr.,.t>�r�. 'r$ o
DRAWI�tGS TO All TRADES FADING JNDT R HIS RESPONS151Ui`T DURING TF E PROGRESS OF SOUGHT IS NOT CLEARLY NDICATED OR SPECIFIED,WILL ISSUE A CLARIFYING ADDENDUM. p DW t atr 1■'"11,,•r 1 rn F F c•w s,m acotaet,�tivDtrtptx -a o n
THE JOB il.E REtiIS10NIS; NEffH=R THE TENANT NOR ARCHITECT WILL BE RESPONSIBLE FOR ORAL INSTRUCTiONS. WV Sari $"•F 4 w 4 r >rsa ray ,rim :1 w d' -
s •�• ISSUE FOR
p t csatatt Ian i v,e 214 212 a,tu:,sna our o-,m o-a+tra: ,.etjsnlx :$ 0��� � m co
i .�r ara Asa In r rna r,yFs�,� b,m o =t do REVIEW &
11.ALL WORK SHAI`•_BE EXECUTED N COMPLIANCE WITH THE HIGHEST PROFESSIONAL dc1-.yacc-r•cbam-rish r->r-:�y.tgfoc•lrrvod-r�ce•.�S.tnonry . �o
NS.bar►a RLOrpa�r[rt�r cy igb�stladrsv,aly: v
APPROVALS
S Ar ARDS OF WOR<MANSHIP OF THE VARIOUS BUILDING TRADES PERFORMING WORK } a w
UNDER THIS CONTRACT.ANY FAULTY WORK OR DAMAGED WORK SHALL BE RECT�tED A7 NO •s o o :
COST Tv^ N'VER THE O . AP P RIVALS
D6 A Hurricane Ties - °s � N 0
SIMPSON STRONG TIES ' o
s
DO)General Notes low = I Oto
GENERAL NOTES: L_-�� �r .- rf U,
I.OUTDOOR BMRCNM31T5 ARE GENERALLY r.tORE CORROSIVE TOSTfLL tf YOU CH4OSf'TOLuLS�YL?RIm.'M�L�4�7t,"f`FSSAf3IMI ZAI%'AVfk�7DODPFk AC'YOU IKOU3fT£ii?17iCAtjrMyfCrr&,I? !'°r• �� �� �' � !i'A�/ Cat C. �� Z
COVVECiORS AND FASiENEn OR HAVE A PROfTSSIGNAL INSPECTION PERFORMED.REGULAR NAAWENANCE.NCILO LONG WATER-PRO01N GO'1H:WOOD USED W YOLR OUTDOOR PROW 6 ALSO A GOOD P?ACIX:t ;�� �' �. �Y 't o- �
2 CCATNGS AVARA3LE t• !d�• N ^a .! I I
I" 0 i
2.1. ZMAX'GA NA4UED G1851 T SS OZ.Of IBC PER SQUARE FOOL OF SURFACE AREA.PLOT-Cf GALVANIZED PER ASTM A6K IO',A1 BOTH SIDES).MFSF?RODLY_'1S D.EQ JR1 HOT-DP GMVANBED FASTS iS �,.�'"�- s o }
(FASTENERS WWI 4 MEET THE S;ECTFICATIONS OF ASIM A 153). I Typical H1Z and ���•� � � --- i---,--)
2.2. HOG•HOT DIP GALVANIZED:PPODUCA ARE HOT DIP GALVANIZED AFTER FABRICATION 114 GA.AND THICUER)TIE COATING WBGI NC1WES WITH MATERIAL WICKNESS THE MNWWA SPECtHiD COA181G wE1Gt,T H2bZ��+ ��`�•`}I H25Z `-�-,�_ � --
15 2007.PFR SQUAB:FOOT.(PLR ASiM A 12310TAL BOTH SOESi.THESE PRODUCTS Rf(aW HOT-CF GALVANZED FASIENLLRS IFASTENERS WHICH MEET THE$PECFICAIK3NS OF ASiM A 153). j+.,t 7S F `-��- �-
2.3E SS-STAINLESS STEEL.CONNECiORS A&..MANUFACTURED FROM lY?E 316L STANIFSS STEEL AND PROVIDE GREATER MARITY AGA NST CORROSION.STAN.ES'rSTER NAILS ARE REQURED WiTH STAINLESS-STEEL 16tALL1nOlt ' ^ wad Ep�`'_
0
PRODUCTS,AND ARE AVAILABLE FROM S MPSON STRONG IE •�+s»F H72 ., -
vern
3.WHEN USING STAINI-S STEEL CONNECTORS.USE STAINLESS STEEL FASTENERS.WHEN APPtICATKW AVOW THE USE OF LNAXhi3G GALYANII9)CONNECTM,USE HDG FASTENERS iHAi MEET THE SPECIFICATM OF �� ent
AS1AM A 153 OR EQUtVAI EYT COATING 0460 ON STr moo STRONG•1TE FASTENERS. Fates •• S 24 _
4.DUE TO MANY VARIA6LES INVOLVED WITH OUTDOOR CMTRUCTION.SMPSON SiRONG•1E CANNOT PROVIDE B IIMAT..S ON,S!%WCE LFt OF CONNECTORS,ANCHORS OR FASTENERS. o Nair SD ticrews HFZ � 1 Opp f � Shr
5.'0 OBTAIN O19ALAL PEiTFORMIL`ICE IRON SWTPSON STRONG-TIE PRODUCTS.THE PRODUCTS AtUS BE INSTALLED PROPERLY AND USED TN ACCCRDANCE WITH THE NSTALLATiON INSTRUCTIONS AND DES"�N LIMITS FROVCE'D 3Y To Jost To Br:ua To Jt�i To Beat 1-
At1P50NS1 r*N1TE. kin 1 �' (A'?'arm j aE
d.All P151AL.ARON ROTES AND GL&?HNe'S WIT HIS THE CURRENT WOOD CON37Rll%110N CONNECiO�CAUIOG SftA!t AFi'1`'F03 THE CON vEC10a.ANCHOR$,AND FASTENERS SHOWN. H1Z 6�h1X 4.8�1X 5_SD r#1 X 4-SDtl�!iX 'ar�'+ad __
7.SLM?SON STRONG TiE RESERVES THE 11 IO CHANGE THE SPECiFh",ATIONS.DESIGN AND MODELS SHOWN WMhOU1 N4OTiCt OR UABtUTY FOR SUCH Cr'ANGES. HZ5Z 5•Qh1X 5 8dt1X SSD i4+iX SSD s�1;S '•.: SURVEY OF LOT 2 AS SHOWN ON A MAP ENTt7LED sit
t 50 8S- Q' '►J.RYA 0 s -� I
SWLP50N STRONG0 B 3OES ROi GUARANTEE 1HMB)AR STRUCKMA4CE OR SAFETY OF PRODUCTS THAT ARE LAG SC H,09 CARRIAGE
INSTALLED OR NO'1SEOi B TTR THAN AST►VF3 THE GRADE
A. HeZ S.Ift,;S melts%SSD S%I%SSD sfrlX 've 'SUBDRgSOH PUTT BLIND BROOK ESTATES-.'DATED rQ @,L �!�(ya ,,q.�:� 4 J TI � � 1
9.All REFERENCES TO 801R OR MACHINE 6Cii5;td61 ARE STRUCiI�At QUAlt1 f THROUGH BOBS(N01 LAG SCREWS OQ CALIRlAGE BCdiS(EQUAL iO OR 3EiTER THAN ASTAi A30l,GZALTE A.3011 HOcES SHAD 8E Ai(EAST A •a:+w:�tat±'Sr D +_r t Ss?'-�S:_Ey.+.^.':l:aR4 '•nT�ri Tt}ARQH�',1999 .�JT.Y 16.i999 AS COUNTY ! I`Y { -__ -----_�_Y i�rcar�c�u I,3rjLA�fiGA�i;<E Mitt/!A Au�vl(xM of T/'�URGc2 HAh TLLE 601i DiAAMETE R PER 2D65 NHS SECTION 11.1.2E •'! � CtJ?tK MAP No.26399 10-UNLESS NOTED OTHERW6r ALL REFERENCES TO STANDARD CUi WASHERS RE$t TO TYPE A PLAIN YfASH IW(CONFOa►ewG TO THE DIitENSIONS SHOSYN N P.SViF 818.2'r.l FOR THE APPROPRTATf R00 SUES. :j=�c^.:r.uncasersmrooate-xescj 3:x'•3�t3�irlttlM_t.r+x/j SURVEYED AS IN POSSESSION .r• j
UNLESS STATED OTHERW6E.SIAU'SON SiRO:IG TE CANNOT AND)DES NO'MARE ANY REPRFSfNTAi10N REGARCRrG THE 5U11AB1 Of USE OR LOAD CARRYING CA?ACFTFS OF CONNECTORS IMAAIIED WIL:i CA?RO?Ei THE MUNSON COMPANY _ �++ T-•��,�,c --- ,A %
FASTENERS
y mom mica WMW own ""`"' 9 NORTH GOODWIN AVENUE N. ^��•�� IAiT11J -'" }
7 tom,.ter�--�-
S enos - I,s a , - wvor Ewa
r ooaor oo�toa ma: � �'ca�a�,�,p„•. �' � �'`�� `-`'•, ;' � ;^�, l`�, 07 .SCstais7>WCcrnecta ELMSFORD, N.Y.
• LOT AREA-67,510 SO.FT.OR 1.`' ACftES i�•„-
`f 1 ` ♦1 L �� Unauthorized alterations or additions t0 a survey map IS O violation 10523•
of section 7209.sub-division 2,of the New York State Education Low.' UNDERGROUND PIPES 'AIRES STRUCTURES, ,,,,-
{ I \- -•-.�/ �`�/ \��•' \_/� /.1 f},d Fr I �/: L.iC2 » s , , &ALP=c•ar.:n {: • c >a
i ` ►! .• atirraaa[a ra�rattars rnaataALlaEr twtayras cwaotm �� " / "Only copies of the original survey marked with the land surveyors SCaIQ 1 =40I'
j ETC..IF ANY ARE NOT SHOWN
`i inked or embossed sed shall be considered o true and VON copy.' 2
rcF+;r�r rsraE tOruC rAnai�rASiEv A .araa•toKiFASi rw!l:t0 �%; �r' -
I 4:004 i fAMXkGA covacroM .4CDW_CEW: 1rsMCiAaTf#s1EtjA I I
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2 t1L11t1F tSA S C31ir�GS$TOeiCAEE3AlE1tV R7CG/FQIYCi�IS F1Wn¢ FAM4W.. ..:.,C•;3_Ot. S+.u•+�•► rs:l�v 3t+Ct:r.x��n�ue s�&rwt :PG a�sic_
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996 KING STREET
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VAYDA
ARCHITECTS&
THE PATHFINDER GROUP LLC
§250-4.1 §250-4.1 §250-4.1 §250-4.1
26 AVENUE C
§250-4.1. Permanent standby backup generators.(Added Review.Any non-natural screening not exceeding four feet in amount as determined by the Building Department.The Building NORWALK,CONNECTICUTON54
2-13-2007 by L.L.No.4-2007;amended 9-10-2013 by L.L.No. height shall be approved by the Building Department but not Department may waive the electronic submission requirement 203-981-7075
5-2013J be subject to the permitting requirements in any ordinance of only in extraordinary cases of technical infeasibility. [Added NAVYVET001QGMAILCOM
A. Placement of a permanent standby backup generator in a the Village. 10-28-2014 by L.L.No.9-20141
commercial district or for a commercial business in a residential (6)The generator shall be used only during electrical power Sound View
district shall require site plan approval. Notwithstanding any outages and as required by the manufacturer for ENGINEERS SURYEYOR�TLC \
provision of this chapter to the contrary,site plan approval shall maintenance purposes.Exercise of the generator shall only 239 Roj.i.S,:a._W '
also be required for the placement of a permanent standby take place during daylight hours between 10:00 a.m.and 5:00 i CrEgrvr'•-r oi5
backupgenerator on common roe within a planned unit sotnd..en@ttnz
g property rtY P p.m.,not to exceed once a week for a maximum of 30 minutes,
development or conservation subdivision. excludingemergency repairs.
$ cY !rlws tw I a+_I Sata.A�I sra crV:tvaaT -me S.Ff 17t.
B. Placement of a permanent standby backup generator in a (7)The generator shall operate only on liquid propane or natural
residential district, including single- or two-family residential gas.(Other fuel sources are not permitted.)
uses in a planned unit development or conservation subdivision, THE MUNSON COMPANY
must comply with the following: (8) Generator sound levels shall not exceed 75 dBA as measured 9 NORTH GOODWIN AVENUE
under full load at 23 feet(seven meters)per manufactumr's ELMSFORO,NY.T0523
(1) Any person seeking to install a permanent standby backup specifications.
generator must file an application with the Building
Department prior to installation. (9)Applicants for a standby backup generator shall obtain all
permits as required under federal, state and local laws,
(2) Generators and related fuel tanks must be placed in the rear including the New York State Uniform Fire Prevention and
or side yard of any residential property. Building Code and the Village of Rye Brook Code.
(3)To the extent practicable,generators shall be collocated with (10)All generators,fuel tanks and related equipment,including
other existing or proposed outdoor mechanical equipment, automatic transfer switches, shall be installed and
such as an air conditioning unit, but in no event shall a maintained in compliance with all federal, state and local
generator be located closer to the nearest point of the house laws,including the New York State Uniform Fire Prevention +
of any adjacent neighbor(s)than the house serviced by the and Building Code and Village of Rye Brook Zoning Code,as
generator. amended from time to time.
(4) Generators shall be placed as close to the house as possible C. Any person who has obtained a permit for the installation of
as per parameters of manufacturer's recommendations. a standby backup generator prior to the effective date of this
section shall be exempt from complying with the siting provisions •
(5) All permanently installed standby backup generators, and of this section. Generators which previously had a permit may
fuel source containers, shall be placed and adequately be replaced in the same exact location, provided that it is in
screened and maintained (with landscape or other
appropriate material as approved by the Building compliance with all other provisions of this section.
Department)so as to minimize the visual impact on adjacent D. A permit shall be required for the installation of a permanent
properties and the public right-of-way. Appropriate native standby backup generator. Application for the permit shall be SITE LOCATION
landscape material shall include a mix of needle and made to the Village Building Inspector, or his or her designee, !
broadleaf evergreen shrubs or a mix of evergreen and on a form provided by the Village, and subject to applicable v
deciduous shrubs that will grow to a sufficient height and fees which can be found in the Schedule of Fees on file in the `
width to obscure views of the generator. Generators which Village Clerk's office.All application materials shall be submitted `
are adequately screened by landscape material to obscure in electronic file format acceptable to the Building Department in
views from adjacent properties and the public right-of-way addition to at least one original signed application form and three
shall not be subject to review by the Board of Architectural paper copies of all plans and surveys, or such other format or
:1 :2 .3 �\ ISSUE FOR
REVIEW &
APPROVALS
VILLAGE OF RYE BROOK GENERATOR REGULATIONS
1 i I
i
SEGAL RESIDENCE
996 KING ST
RYE(BROOK NY
���MOM
178"GENERATO 48"GENERATOR - �. _ s. � �[ -�r +, ;i ■
\ 11
148 ELECT METER
I n'
123PROPOSED GEN DISCONNECT I� % J 1.. l'::' ,_ lI I tt .e•ua+ �I'i _�'�w wf!ee'�.a[fyo+�[wa:•wru11/
rr l
T 0';4'HOUSE GAS SUPPLY 40-1/2"+;- 14' Z4" 6
■ I i
TO BUSHES
z
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D � GAS Nfc ii Em- T�;ETEC
- / j OWNER APPROV,�L:
PROPOSED I 8
N 2 W AIR COQLL D E t
ENERAO'
�1 G- OR
SIGNATUR#T DATE
MIN f ROM
\� PROJECT
OPE ING 6 *1DOW I
I � 4
FT RIGHT MOST HOUSE CORNER
996 KING STREET
RYE BROOK,NY.10573
I
i D-9AW,,%*M1 E-
r GENERATOR
RIGHT SIDE YARF- ADDITIONAL
SITE INFO
SFAt _ DATE 10.28.2021
i 3 p PROJECT NO,
v DRAWING BY,
TGENERATOR SITE LOCATION OF PROPOSED GENERATOR CHKBY
2 LOCATION OF PROPOS 3 _
a
SHEET NUMBER
C-1 02.00
AA CIPAENS:,NS'0 6=VE.WrED IN REILD EY G.0 -..c=.r CAD FILE.
i
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,ne..rae
VAYDA
ARCHITECTS&
THE PATHFINDER GROUP LLC
NOTE:JAS�EGL'LR-ED A HANDRAA.S h GUARDS SNAIL COMA"tVfl"fRC 2021AS REF9Z'dCED 8EL0'N
SE;-T1Cti R311-HA%)Pf lU
SEC110N R311.7.8 3-:A"CPAL G*SQE ! 28 AVENUE C
3{�iiCN Rat I.7.8-GU=.R�_ ! NORWALK,CONNECTICUT O&854
203-981 7075
NOIE:Al SiR-CfUPAI INFORMA-ON SY=-;CCiU<�_EN3410EEF OF RECORD NAVYVET001 @GMAILCOM
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9 NORTH GOODWIN AVENUE
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OWNER APPROVAL:
EtING iEP1t,\�..E i1=SI FLOO?
PROJECT.
j F
1
996 KING STREET
' RYE BROOK,NY.10573
URlI1016 ME.'
EXISTING CONDITIONS
ALL Dfx',E tMNS TO of V ERIf1:*D N FIELD 5Y G.C. REPLACE DECK PLAN
ANY DISC<EP.4UClE 1O H Pf=OP1ED 1O ARCHi1ECi
�
INOiE:PERGOL4 SIRUC'RE SHOP DRAWINGS
TO 8E PRo':1cED And coot0lr.,+.�~1 rJa
, DATE, 10.28.2021�
- cT .
�Vi1H S0N'OiUSE LOCABONS S:aDw74. �— / I DRAVVM BY-
NORM INFIELDA'11HAPCHRECiAN CONGRACiO2CHK BY
\ "'
hORiH =
SHEET NUMBER.
EXISTING CONDITIONS DECK PLAN
v EC-100 00
SCALE:112 =1-0 _ •' 1
L
F(As RE
SSECEII*0.11'��'J311.7.8
-i:A.ND?AN.:
7.8.=-HANERAR GRP SIZE VAYDA
•GUAMS ARCHITECTS&
NOTE:ALL STPUCTURAL hJFORvAT10N 6''STRUCIUP,.AL ENGINEEP OF RECORD THE PATHFINDER GROUP LLC
A_iEP AS REO D BY SrE CONCITIONS WTY FN(_'.f+.=P.S t0PROVAL
CC•NTRA ZIDR 6 RESPC1 NSEIc FOR STRUCiURAt INIEGRf'Y OFF ENS S'6TEv 26 AVENUE C
NORWALK,CONNECTiCUT 06854
203-981-7075
NAVYVET0019GMAILCOM
WOOD NOTES-
3 I/
1.RESE-�VED -0 3,4" Sound View
2.CONiRACI0P IS 4EiPONSIBIF FOR CCK)RDiNATINNG►VTH ENGINEER FOR:ROUGH CARPE,N:'iPY 3'-2 1/8' _ 6'-4 118' 3'-2 1/8' r, ,3'-8;M' I 3'-5 I i4° 3'-1 O 5/5' L GINL'CRS R LAND SLIRVEYO"�LC
I,tiIS?ECiInFtS.AND SL-A_L NOTFY THE ENGINEER OF ANY DEVIATIONS FPO'PLANS AND SPECLICAVO^IS. 'I - I 1
tG A T f ! I a Rocd._i t>300
E C. D Greelmich.CE Ubaj+t
r A.0G AID F PPOVIDEJ SUCF REA30WLE OPPOPIUNY SHALL SU6tAl A LETTER 10 THE iU10iG rl
! (03)5.2-13M PHritri sound.view9ver zon of
Ci3'ARTME1.i CEP.iIf•1NG CONSinL.+CiION MSTANTIAI_Y CCNFOF;NIS W11H:LAINIS AND SPECCCABONS, _-
(?93)5:'-i>Ct fAx r*w.SOvnd\cewerq&Nican-•
AND THAT ALL O'EN PUNCHUS i iTEMS AYE COERECTED I ! C045R-+46 I CTa asu t.nsa 'RF mint I Vic wa,.rxr,
SIAC<LL&•ER.'!YWOOD,AiJD OTHER?.ANELS?.ACE Sa?CERS BETWEEP EA Ch BUNDLE TO°ROVIDE
Ar-CIRCULATION.
I
FROM FCR AR 02CU!AT?N AROUND STACKS AN'D ND ER COVERINGS
3.LUWEE AkAJ•I(TFACTUREFZS:BOISE CASCADE COP-OPaRON.CEO C-iA ? THE MUNSON COMPANY
4 METAL FRAVUJG ANCHOR MPANUFA,CIURERS At'tV,-ENG114F2E0 FROD JC1S INC. ) c ) 9 NORTH GOODWIN AVENUE
CLEVELAND 31ER S=_CIALT f CO HAP.IEN A/t`NAL PRODJCT5,INC. KC arc-1AL5 PROJJC i INC.
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UNITED STEEL PRODJCIS COMPANY INC n iv
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NDICATED 0-R;13•,;ED STRAND BOARD:DOC PS 2 THICKNESS:I.1XIAUM:/4 NCH UV!ESS 3ThE3ir.75E �` - C' / -
SHOWN ON PLANS FAC-O?Y MARK FANELS ACCORD NG IO INDiCATD STA,\IDARD. j
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GRADE STAM'0"GRADING AGENCY,WHERE NOMNIAL SIZES ARE LUD)CATEi'i,PRO'ADE ACTUAL SIDS i
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