HomeMy WebLinkAboutBP24-070PERMIT # �i�) 070 as a 0 �1 as as
SECTION 5 BL CK L0T OTHER APPROVALS
TYPE OF WORK 2 iZ4 /)0✓Q D�
JOBLOCATION OQi7O P Ue ARB
OWNER /7,5� Pl //Q/lO E U/Q 9C C//�\/I557 3J�aO p�gT
CONTRACTOR ZBA
EST. COST4 /o;) 000 _ FEE SZ� 31 2 4 Q�OTHER
,/CO # FEE DATE 4
TOO # FEE DATE
DATE
FOOTING \�
FOUNDATION y
FRAMING
RGH FRAMING
INSULATION
PLUMBING
RGH PLUMBING
GAS E
SPRINKLER
ELECTRIC
LOW -VOLT O -�
ALARM 13
AS BUILT
FINAL
VILLAGE OF RYE BROOK
WESTCHESTER COUNTY, NEW YORK
NO: 24-056
Certificate of ®ccupaucp
r[Ehis to certify that
of, L�-� � ' Q� �, N y, having duly filed an application on
20 requesting a Certificate of Occupancy for the premises known as,
4DA6�)ke , Rye Brook,NY, located in a)Q —F Zoning
District and shown on the most current Tax Map as Section: 44 I. 3 J Block: / Lot: 14q, ,
and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building
Permit No. —6 6, issued —T vt5 20�, such authority and permission is hereby granted
to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following
New York State Classifications,Use: �'�� 12122/—L-- Construction: ,
for the following purposes: I ' ze deck,
Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the
following:
This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises,
building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes
for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from
complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition.
No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement,
whether by extending on any side or by increasing in height shall be made nor shall the building be moved from one location
to another until a permit to accomplish such change h en d f the Inspector.
Building Inspector,Village of Rye Brook: Date: MAY 10 2024
D " For office use nI :
BUILDING DEPARTMENT PERMIT# —O 70
MAY - 8 2024 VILLAGE OF RYE BROOK ISSUED: —olS-
938 KING STREET,RYE BROOK,NEW YORK 10573 DATE: —
VILLAGE OF RYE BROOK (914)939-0668 FEE:,X PAID
BUILDING DEPARTMENT www.rvebrook.org
APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE,
AND CERTIFICATION OF FINAL COSTS
TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION
srrsssstrss/�rsrsrsasssssssssssrsrsersrssas/sJssrsr***rrsssrrss*****str**ts********t*s*s*s****sssGsssssssssssssrpess�s/s***rs***ss*
Address: 7V �/1 p—l00?e2ke /?L f e,? P''l ��y� ��yy�'/ �✓ ��/ 7 /�
Occupancy/Use: ��--s� Parcel ID#: /Wi 3 /' Zone: /C Q—�
Owner: , j Address: � k2QWke- �'—I(ee
P.E./R.A. or Contractor: Address:
Person in responsible charge: Address:
Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a
Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance
with law:
ATE OF NEW YORK, COUNTY OF WESTCHESTER as:
being duly sworn,deposes and says that he/she resides at ( �
(Print Name of Applicant) (No.and Street)
in 1-a o' 0) in the County of v v�S/C �`",�'' in the State of 'v y ,that
(Citylfown/Village
he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements,
labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may
have been donated gratis was:$ 1 �t oc�) C3
for the construction or alteration of LeQ011'2c
t
Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of
Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in
accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and
as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an
owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly
or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building
Inspector as per§250-10.A.of the Code of the Village of Rye Brook.
Sworn to before me this y Sworn to before me this
day of , 20� day of , 20
e of Property ner, Signature of Applicant
v-i ctrSGw, u
P Name of Property Owner Print Name of Applicant
Notary ublic Notary Public
SHARI MELILLO
Notary Public,State of New York
No.OIME6160063 �'�����
Qualified In Westchester Count
Commission Expires January 29,20_
QyE BRC��,
'9a2 BUILDING DEPARTMENT
/BUILDING INSPECTOR
❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK
❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573
(914) 939-0668 FAx (914) 939-5801
www.ryebrook.orr
- - - - - - - - - - - - - - - - - - -- INSPECTION REPORT - - - - - - - - - - - - -- - - --- -
ADDRESS :— L \ v (;;�--�" o,� A-4-Q-- DATE: a I �' ( ���` (
c
PERMIT# /^ T J ISSUED: <� I2� ` hC'T: BLOCK: LOT:
✓P U C-1 OCCUPANCY: �~ t
LOCATION: r
❑ Violation Noted THE WORK IS... E PASSED ❑ FAILED REINSPECTION
❑ SITE INSPECTION REQUIRED
❑ FOOTING
❑ FOOTING DRAINAGE
❑ FOUNDATION
❑ UNDERGROUND PLUMBING NOTES ON INSPECTION:
❑ ROUGH PLUMBING
❑ ROUGH FRAMING
❑ INSULATION
❑ Natural Gas
❑ L.P. Gas
❑ FUEL TANK
❑ FIRE SPRINKLER
❑ FINAL PLUMBING
❑ CROSS CONNECTION
FINAL
❑ OTHER
�E BRC��•
• 1982 BUILDING DEPARTMENT
�]BUILDING INSPECTOR
❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK
❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573
(914) 939-0668 FAx (914) 939-5801
www.ryebrook.org
- - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - -
ADDRESS :
LA o DATE: C
CY)c
PERMIT# ,( ISSUED: C SECT: BLOCK: LOT:
LOCATION: �_� " l�` OCCUPANCY:
❑ Violation Noted THE WORK IS... ,9--'PZ3SED ❑ FAILED REINSPECTION
❑ SITE INSPECTION REQUIRED
_`-FOOTING
y ❑ FOOTING DRAINAGE
❑ FOUNDATION
❑ UNDERGROUND PLUMBING NOTES ON INSPECTION:
❑ ROUGH PLUMBING
❑ ROUGH FRAMING
❑ INSULATION
❑ Natural Gas
❑ L.P. Gas
❑ FUEL TANK
❑ FIRE SPRINKLER
❑ FINAL PLUMBING
❑ CROSS CONNECTION
❑ FINAL
❑ OTHER
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BUILDING DEPARTMENT5
IJ V E
VILLAGE OF RYE BROOK
938 KING STREET RYE BROOK,NY 10573 APR 16 2024
(914)939-0668
�v«H.tlehratrl:.�tr� VILLAGE OF RYE BROOK
BUILDING DEPARTMENT= ,
FOR OFFICE USE ONLY: �^]
Approval Date: APR l ��� I'c� it t1 / D Application#
Approval 5ignaturc: ARCHITECTURAL REVIEW BOARD:
Disapproved: : Date:
BOT Approval Date: Case# Chairman:
PB Approval Date: Case# Secretary:
ZBA Approval Date: Case#
Other: �c
Application Fee:+c7m I0— ob Permit Fees:
EXTERIOR BUILDING PERMIT APPLICATION
Application dated: 04-16-2024 is hereby made to the Building Inspector ofthe Village of Rye Brook,NY,for the issuance of a Permit for the
construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below.
1. JobAddress: 40 Roanoke AveRye Brook,NY 10573
2. Parcel ID#. 141.35-144.1 Zone: R2-F
3. Proposed Improvement(Describe in detail):
Filing for documentation of eAsting rear yard deck
4. Property Owner: Christopher Suriano
Address: 40 Roanoke AveRye Brook,NY 10573
Phone# (914)557-3520 Cell# e-mail Christophersurianotfamail.com
List All Other Properties Owned in Rye Brook:
Applicant:
Address:
Phone# Cell# e-mail
Architect: Haynes Architecture PC-Thomas Haynes
Address:287 Bowman Avenue#208 Purchase,NY 10577
Phone# 914-963-3838 Cell# e-mail tj@haynesdesigngroup.com
Engineer:
Address:
Phone# Cell# e-mail
General Contractor: TBD
Address:
Phone# Cell# e-mail
(1)
6/1r2023
5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1`fam Post-construction: 1-fain
6. Area of lot: Square feet: 5000 Acres: .114
7. Dimensions from proposed building or structure to lot lines: front yard: n/a rear yard: 22.75'
right side yard: 12.41' left side yard: 25.16' other:
8. If building is located on a corner lot,which street does it front on: n/a
9. Area of proposed building in square feet: Basement: n/a IIt fl: n/a 2°d fl: Na 3rd fl:
10. Total Square Footage of the proposed new construction: n/a
11. For additions,total square footage added:Basement: n/a I"fl: Na 2"fl: n/a 3rd fl:
12. Total Square Footage of the proposed renovation to the existing structure: existing deck:153.27SF
13. N.Y.State Construction Classification: n/a N.Y. State Use Classification: n/a
14. Number of stories: n/a Overall Height: n/a Median Height: n/a
15. Basement to be full,or partial: n/a finished or unfinished: nla
16. What material is the exterior finish: n/a
17. Roofstyle;peaked,hip,mansard,shed,etc: n/a Roofing material: n/a
18. What system of heating: n/a
19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this
application.
20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire
suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: X
(ifyes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans)
21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a
Stormwater Management Control Permit as per§217 of Village Code? Yes: No: X Area:
22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code?
Yes: No: X (ifyes,applicant must submit a Site Plan Application,&provide detailed drawings)
23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: X
(ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey)
24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: X
(ifyes, the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan)
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
(ifyes,the area and elevations of the flood plane must be properly depicted on the survey&site plan)
26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: X
(ifyes,applicant must submit a Tree Removal Permit Application)
27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X
Indicate: TIER I: TIER IL• TIER III: (fyes,a Home Occupation Permit Application is required)
28. List all zoning variances granted or denied for the subject property:
n/a
29. What is the total estimated cost of construction: $ �� Coo Note:The estimated cost
shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which
maybe donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO.
30. Estimated date of completion: n/a
(2)
6/1/2023
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 Krn1G STREET RvE BROOK.,NY 10573
(914)939-0668
RESIDENTIAL LOT AREA COVERAGE
Address: 40 Roanoke Ave Section: 141.35 Block: 1 Lot: 44.1
PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88)
YOUR ZONE AREA IN MAIN ACCESS. DECK
ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX.
CHECK MAX.
R-35 35,000 14% 4% 5%
R-25 25,000 14% 3.5% 4%
R-20 20,000 14% 1 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 20% 4.5% 3.5%
R-7 7,500 23% 4.5% 3.5%
R-5 5,000 30% 5% 3.5%
X R-2F 5,000 30% 5% 3.5%
Existing: Proposed:
1. AREA OF LOT 5000 Sq Ft. 6000 Sq. Ft.
2.AREA OF HOUSE
a. Coverage of Main Building
(Including Attached Garage or Accessory Building) 1380.22 Sq. Ft, 0 Sq. Ft.
b. Area of 11 Floor Divided By Area of Lot x 100 27.60 % 0 %
3. AREA OF ACCESSORY BUILDING
(Includes Detached Garages,Tool Shed, Playhouses) 0 Sq. Ft. 0 Sq. Ft.
a. Coverage of Accessory Building
Area of Accessory Building Divided By Area of Lot x 100 0 % 0
4. AREA OF DECK 153.27 Sq. Ft. 0 Sq. Ft.
a. Coverage of Deck
Area of Deck Divided By Area of Lot x 100 3.06 % 0 %
I attest to the best of my knowledge and belief, the above information is correct.
ArchilKcJs Signature
(3)
8/12/2021
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KING STREET RYE BROOK,NY 10573
(914)939-0668
IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS
Address: 40 Roanoke Ave Section: 141.35 Block: 1 1_,Ot: 44.1 Zone: R2-F
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 IMPERVIOUS
LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT
(sq.ft.) 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+ 349.65 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-12 40
20,001 to 30,000 6,560 24
30,001 to 40,000 8,960 23 R-10 45
40,001 &larger 11,260 22 R-7 40
R-5 30
*"Base Lot Area"is the minimum end of the lot size R2-F j 30
range in the"Lot Area"column
Area of lot: 5000 .ft. Existing Allowed -Proposed
Total impervious coverage= 2,066.36 S .ft. 2,549.65 S . ft. 0 S .ft.
Front impervious coverage= 532.87 % 10.65 % 0 %
I attest to the best of my knowledge and belief,the above information is correct.
Aw�
Arch ect' Signature
(4)
8/12/2021
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KTNG STREET RYF.BROOK.NY 10573
(914)939-0668
BULK REGULATIONS IN RESIDENTIAL DISTRICTS
Address: 40 Roanoke Ave Section: 141.35 Block: 1 Lot: 44.1
MAXIMUM GROSS FLOOR AREA
USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area—21,780) x 0.11478421 ]:
a. Allowed = 2,073.92 Sq. Feet
b. Existing _ - Sq. Feet NO CHANGE UNDER SCOPE OF WORK
C. Proposed = 0 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 I 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 EX/S77NO PROPOSED REOL//RED
FRONT: FRONT: FRONT: .44
R-35 SIDE: SIDE: SIDE: 1.20
FRONT: FRONT: FRONT: .48
/P25 SIDE: SIDE: SIDE: 1.30
FRONT: FRONT: FRONT: .60
R20 SIDE. SIDE: SIDE: 1.60
FRONT: FRONT: FRONT: .60
R-f5 SIDE: SIDE: SIDE: 1.60
FRONT: FRONT: FRONT: .80
R--fS.A SIDE: SIDE: SIDE: 2.40
FRONT: FRONT: FRONT: .69
R-12 SIDE: SIDE: SIDE: 1.60
FRONT: FRONT: FRONT: .80
R40 SIDE: SIDE: SIDE: 2.40
FRONT: FRONT: FRONT: .96
R--7 SIDE: SIDE: SIDE: 3.00
FRONT: FRONT: FRONT: 1.20
R-5 SIDE: SIDE: SIDE: 4.00
FRONT: FRONT: FRONT: 1.20
R-IP SIDE: SIDE: SIDE: 4.00 NO CHANGE UNDER SCOPE OF WORK
I attest to 1he best of my knowledge and belief, the above information is correct.
Amy,
Archi ct ignature (5)
8/12/2021
® VIE
BUILDING DEPARTMENT
VILLAGE OFRYE BROOK APR 16 2024 �
938 KING STREET RYE BROOK,NY 10573
(914)939-0668 VILLAGE OF RYE BROOK
BUILDING DEPARTMENT
AFFIDAVIT OF COMPLIANCE
VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS
THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE 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 OF WESTCHESTER ) as:
{� Christopher Suriano , residing at, 40 Roanoke AveRye Brook, NY 10573
being duly sworn, deposes and states that(s)he is the applicant above named,and further states that(s)he is the
legal owner of the property to which this Affidavit of Compliance pertains at;
40 Roanoke AveRye Brook, NY 10573 , Rye Brook,NY.
Further that all statements contained herein are true,and that to the best of his/her knowledge and belief,that
there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further
that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources
of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State,
County and Village Codes.
Christopher Suriano
Sworn to before me this
day of (V \�1 , 20z�__
JULIE MCKEON
NOTARY PUBLIC-STATE OF NEW YORK
No, Ol MCb i 271 32 (6)
Qualified in v,/estch9ster County
Miy Commission Expires May 23, -
1-7 62 IS I3/12/2021
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.
STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as:
Thomas Haynes ,being duly sworn,deposes and states that he/she is the applicant above named,
(print name of individual signing as the applicant)
and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the
Architect for the legal owner and is duly authorized to make and file this
application.
(indicate architect,contractor,agent,attomey,etc.)
That all statements 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 accompanying approved plans and specifications,as well as in accordance with the New York State
Uniform Fire Prevention&Building Code,the Code of the Village of Rye 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 best of his/her knowledge there are no roof drains,sump pumps or other prohibited stormwater or
groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property.
Sworn to before me this t IG7 Sworn to before me this j
da 20 2.11 day f n A- ( ` , 20OA
Zt!
�J
ignat f rope ignatu fAppkicant
Christopher Suriano Thomas Haynes
Print Name of Property Owner Print Name of Applicant
li �r3tary h 'JULIE MCKEON 4
JULIE MCKEON NOTARY PUBLIC-STATE OF NEW YORK
NOTARY PUBLIC-STATE OF NEW YORK No. 01 MC6127132
No. 01KIC6127132 Qualified in Westchester County
Quolitied in Westchester County 1�61/ Commission Expires May 23,202-
h iy Commission Expires May 23,2v-2s
tg)
8/12/2021
LAG Building Permit Check List&Zonin nal A s1is c
Address: 1 c-(z h SBL
Zone: {`' Use: Z V Cont.Type: V Other:
Submittal Date: Revisions Submittal Dates:
Applicant: C
Nature of Work `--Q �2� ` v ( 1 �S
Reviews:ZBA: 2 PB: BOT• Other.
NEED OK
C)- FEES:Filing. BP:4' / —IJ uC%o Flood Plane: Legalization:
( ) ( f APP: Dated: Notarized SBL Truss I.D. Cross Connection: H.O.A.:
( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening.
( ) ( ) ENVIRO:Long Short Fees: N/A:
( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other.
( ) ( ) MVEY:Dated Current: Archival:- Sealed Unacceptable:
( ) ( PLANS:Date Stamped Sealed: Copies: Electronic Other.
( ) ( )'License: Workers Co Liabili TCoff Waiver. I- Other.
( ( ODE 7S3#: � �"� `^ l — r-U Dated N/A:
( ) ( ) HIGH-VOLTAGE ELECTRICAL-Plans: Permit: N/A: Other:
( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other:
( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other.
( ) ( ) PLUMBING:Plans: Permit: Nat.Gas: LP Gas: N/A/: Other.
( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other.
( ) ( ) H.V.A.C.: Plans: Permit N/A: Other.
( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other.
20 NY State ECCC: N/A: Other.
( ) ( inal Survey Final Topo: RA/PE Sign-off Letter: As-Built Plans: Other.
( ) ( ) BP DENIAL LETTER: C/O DINIAL LETTER: Other.
( ) ( ) Other.
( )ARB mtg.date: approvaL• notes:
( )ZBA mtg.date: approval notes:
( )PB mtg.date approvaL notes:
REQUIRED EXISI NG PROPOSED NOTES
—
Cirde
F Data*
Front ?f -Z 2<- �
Front
Sides: Z 0
Rear. �r
Main Cov: Z - ���L 11 ((x)
Accs.Cov: 5.OG O �-
Ft.H Sb:
Sd.H Sb:
9EA: _
Tot.i :
R Imo:
PP
Height/Stories
notes:
Liberty
Mutual.
INSURANCE
CERTIFICATE (BINDER)OF PROPERTY INSURANCE
This is to certify that Christopher J Suriano is insured for the coverage
Dena Suriano
Name of Policyholder(s)
and Provisions of a Deluxe Homeowner under H3722832361440 for $506,900
(Type of policy) (Policy number) (Amount)
Subject to a deductible of $1,000 for a period of one year from 08/03/2023 to 08/03/2024
(Amount) Date Date
For property located at 40 Roanoke Ave
Port Chester NY 10573-3408
Hurricane Deductible (if applicable) 5% Wind Deductible (if applicable) $1,000
Annual Premium $2,535.00
Replacement Cost Coverage ❑X Yes ❑ No Endorsement Effective Date 08/03/2023
Expanded Replacement Cost ❑ Yes Q No Functional Replacement ❑
Loss, if any, payable to the insured and the Mail address if different from property address.
"Mortgagee/Loss Payee" Shown below as their
interest may appear.
CENTRAL LOAN ADMINISTRATION & REPORTING, 8 Ilana Ln
ISAOA,ATIMA Thomwood, NY 10594-2001
4769598725
PO Box 202028
Florence, SC 29502
This certification or verification of insurance is not an insurance policy and does not amend, extend or
alter the coverage afforded by the policies listed here. Not withstanding any requirement,term or
condition of any contract or other document with respect to which this certificate or verification of
insurance may be issued or may pertain, the insurance afforded by the policies described herein is
subject to all the terms, exclusions and conditions of such policies.
Billing Address:
LIBERTY MUTUAL ���a/�J`� •i����,
PO BOX 1604
NEW YORK, NY 10116 Secretary President
For mortgage company and loss payee inquiries Dated: 04/23/2024 at:
call or write:
1-800-409-0733
Liberty Mutual fu�
PO BOX 29017 Countersigned
Phoenix,AZ 85038 AUTHORIZED REPRESENTATIVE
PS 370 02 12 Liberty Insurance Corporation Page 1 of 1
Affidavit of Exemption to Show Specific Proof of Workers' Compensation Insurance
Coverage for a 1, 2, 3 or 4 Family, Owner-occupied Residence
**Thu form cannot be used to waive the workers'compensation rights or obligations of any party.**
Under penalty of perjury, I certify that I am the owner of the 1, 2, 3 or 4 family, owner-occupied residence
(including condominiums) listed on the building permit that I am applying for, and I am not required to show
specific proof of workers' compensation insurance coverage for such residence because (please check the
appropriate box):
KI am performing all the work for which the building permit was issued.
❑ I am not hiring,paying or compensating in any way,the individual(s)that is(are)performing all the work
for which the building permit was issued or helping me perform such work.
I have a homeowners insurance policy that is currently in effect and covers the property listed on the
attached building permit AND am hiring or paying individuals a total of less than 40 hours per week
(aggregate hours for all paid individuals on the jobsite) for which the building permit was issued.
I also agree to either:
♦ acquire appropriate workers' compensation coverage and provide appropriate proof of that coverage on
forms approved by the Chair of the NYS Workers' Compensation Board to the government entity issuing
the building permit if I need to hire or pay individuals a total of 40 hours or more per week(aggregate hours
for all paid individuals on the jobsite)for work indicated on the building permit,or if appropriate,file a CE-
200 exemption form; OR
♦ have the general contractor, performing the work on the 1, 2, 3 or 4 family, owner-occupied residence
(including condominiums)listed on the building permit that I am applying for,provide appropriate proof of
workers'compensation coverage or proof of exemption from that coverage on forms approved by the Chair
of the NYS Workers' Compensation Board to the government entity issuing the building permit if the
Tk
takes a total of 40 hours or more per week(aggregate hours for all paid individuals on the jobsite)for
ndicated on the building permit.
Y/��I�LY
(St a of Homeowner) (Date Signed)
� n
Ilx O a 1 I
11 C, S Li V I Q 0 Home Telephone Number 9�� C3 f�' 3 7ZY
(Homeowner's Name Printed)
Sworn to before one this ��_ day of
Property Address that requires the building permit:
(County ClerAfFfl a9ULLO Public)------
Notary Public,state of New York
No.OIME6160063
I V S-77—3 Qualified in Westchester count
Commission Expires January 29,26
Once notarized,this BP-1 form serves as an exemption for both workers'compensation and disability benefits insurance coverage.
BP-1 (12/08) NY-WCB
Laura Petersen
From: UDig NY Exactix <tickets@exactix.udigny.org>
Sent: Thursday, April 25, 2024 1:15 PM
To: Steven Fews
Subject: Message from UDig NY
****REGULAR****
DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/25/2024 13:15
To: VIL RYE BROOK PRIMARY Transmitted: 04/25/2024 13:15 00002
Ticket: 04254-001-728-00 Type: Regular Previous Ticket:
------------------------------------------------------------------------------
State: NY County: WESTCHESTER Place: RYE BROOK
Addr: From: 40 To: Name: ROANOKE AVE
Cross: From: To: Name:
Offset:
------------------------------------------------------------------------------
Locate: IN THE REAR OF THE PROPERTY.
NearSt: WESTVIEW AVE
Means of Excavation: SHOVEL Blasting: N
Site marked with white: N
Boring/Directional Drilling: N
Within 25ft of Edge of Road: N
Work Type: INSTALL DECK POSTS
Estimated Work Complete Date: 05/14/2024 Depth of excavation: 42 INCHES Site dimensions:
Length 100 FEET Width 50 FEET Start Date and Time: 04/30/2024 07:00 Must Start By:
05/14/2024
------------------------------------------------------------------------------
Contact Name: CHRISTOPHER SURIANO
Company:
Addrl: 40 ROANOKE AVE Addr2:
City: RYE BROOK State: NY Zip: 10573
Phone: 914-557-3520 Fax:
Email: christophersuriano@gmail.com
Field Contact: CHRISTOPHER SURIANO
Alt Phone: 914-557-3520
Working for: CALLER IS PERFORMING THE WORK THEMSELVES
------------------------------------------------------------------------------
Comments: Lookup Type: PARCEL
------------------------------------------------------------------------------
Members: ALTICE USA CONED
NYS THWY AUTH / NY SUEZ WTR WESTCHESTER
VIL RYE BROOK WESTCHESTER CTY SWR
1
•
Proposedwood d at:
40 Roanoke Avenue Rye Brook
HAYNES ARCHITECTURE P.C.
7 BowmanPROJECT INFORMATION: SCOPE OF WORK: THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE Pure Purchase NY 0577Ue,Suite ,
OWNER: VILLAGE OF RYE BROOK MUNICIPAL CODE p:914.9s3.3M t: 914.9s3.3W1
NAME: CHRISTOPHER SURIANO PROPOSED WOOD DECK ALTERATIONS e: hayne archit tj@hoynesdesigngroup.com
e: haynesorchitect®gmail.com
ADDRESS: 40 ROANOKE AVE THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW
These documents and all the Ideas,arrangement design,
RYE BROOK,NY YORK STATE signs and pans Indicated thereon or presented thereby are
owned by and remain the property of Thomas E.Haynes.
R.A and no part thereof shol be utfted by any person,firm
or corporation for any purpose whatsoever except with the
specific written permission o1 Thomas E.Haynes.R.A.Al rights
reserved
ARCHITECT: THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW revisions:
NAME: HAYNES ARCHITECTURE PC GENERAL NOTES: YORK STATE-APPENDIX J FOR EXISTING BUILDINGS
ADDRESS: 287 BOWMAN AVENUE,SUITE 208
PURCHASE,NEW YORK 10577 1. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2020 NYS STRETCH RESIDENTIAL
TELEPHONE: (914)963-3838 CODES,ORDINANCES AND REGULATIONS OF AGENCIES HAVING JURISDICTION.ALL CONTRACTORS AND ENERGY CODE OF NEW YORK STATE
SUBCONTRACTORS ARE TO COMPLY WITH ALL O.S.HA.REQUIREMENTS PERTAINING TO THEIR WORK.
EMAIL: INFO@HAYNESDESIGNGROUP.COM 2. THE GENERAL CONTRACTOR(G.C.)AND ALL SUBCONTRACTORS ARE TO PROVIDE ALL LABOR MATERIALS,TOOLS,
EQUIPMENT,SCAFFOLDING,SUPPLIES,LAYOUT AND SERVICES NECESSARY TO EXECUTE AND COMPLETE ALL WORK AS
REQUIRED BY THE CONSTRUCTION DOCUMENTS,UNLESS OTHERWISE NOTED.PREPARATION AND INSTALLATIONS TO BE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
IN STRICT ACCORDANCE WITH THE MANUFACTURER'S LATEST WRITTEN INSTRUCTIONS WHETHER OR NOT SPECIFICALLY
LOCATIONMAP: NOT TO SCALE NOTED ON THE DRAWINGS. 2020RESIDENTAL CODE OF NEW YORK STATE
3. THE G.C.AND ALL SUBCONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH ALL APPLICABLE CODES AND REGULATIONS GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN
IN REGARDS TO THEIR WORK FOR THEY WILL BE RESPONSIBLE FOR SAME. SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMEM HAZARDS FREEZING A'dMpAL
4. THE G.C.IS TO FILE WORKERS COMPENSATION WITH THE DEPARTMENT OF BUILDINGS. LOAD(PSF) (MPH) EFFECTS REGIONI DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED INDEX TEMP
5. THE G.C.IS TO OBTAIN AND PAY FOR THE BUILDING PERMIT.THE SUBCONTRACTORS ARE TO PAY FOR AND OBTAIN PERMIT 30 120 NO YES NO B SEVERE 47 MODERATE 15deg.F YES SEE 1500 52deg F
REQUIRED IN CONNECTION WITH THEIR WORK. TO HEAVY BELOW
C 1 C l-p 6. THE G.C.AND SUBCONTRACTORS ARE TO ARRANGE FOR AND AND PAY ALL FEES IN CONNECTION WITH ALL REQUIRED FLOOD HAZARDS
INSPECTIONS. A.FIRST CODE DATE OF ADOPTION JULY 9,1980
7. PLANS ARE SUBJECT TO CHANGES AS DIRECTED BY THE DEPARTMENT OF BUILDINGS. B.DATE OF FLOOD INSURANCE STUDY JAN.211998
8. THE G.C.AND SUBCONTRACTORS ARE TO REVIEW THE CONSTRUCTION DOCUMENTS,SPECIFICATIONS,NOTES AND C.MAP PANEL NUMBERS 36119C0307F THROUGH 36119CO338F EFFECTIVE SEPT28 2007
ADDENDUMS THOROUGHLY TO DETERMINE THE EXTENT OF WORK UNDER THEIR TRADE AND THE WORK OF OTHER
TRADES REQUIRING COORDINATION,FOR THEY WILL BE RESPONSIBLE FOR SAME.THE ARCHITECT WILL CLARIFY ANY project title:
DISCREPANCIES OR CONTRACTOR QUESTIONS IN WRITING PRIOR TO BID SUBMISSION. SMOKE DETECTOR NOTES: CARBON MONOXIDE ALARM NOTES:
auNn a 9. DO NOT SCALE DRAWINGS.USE COMPUTED DIMENSIONS ONLY.IF ANY DISCREPANCIES ARE FOUND,NOTIFY ARCHITECT
FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. PROVIDE DETECTORS AS PER SECTION R314 OFTHE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROVIDE DETECTORS AS PER SECTION R314 OF THE 2020 RESIDENTIAL CODE OF
10. ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS ARE TO BE CONSIDERED AS REASONABLY CORRECT, DEVICES TO BE LOCATED AS FOLLOWS NEW YORK STATE • •
DEVK:ES TO 8E LOCATED AS FOLLOWS �...�
BUT IT IS UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATION AS MAY BE NECESSARY OR DESIRABLE AT THE TIME 1. ONE FOR EACH SLEEPING ROOM
~+ OF INSTALLATION TO MEET ANY UNFORESEEN OR OTHER CONDITIONS. 2. ONE DIRECTLY OUTSIDE EACH SLEEPING ROOM 1. ONE FOR EACH STORY HAVING A SLEEPING AREA
11. THE G.C.AND ALL SUBCONTRACTORS ARE TO INVESTIGATE THE JOB SITE AND ALL EXISTING CONDITIONS PRIOR TO 3. ONE FOR EACH STORY INCLUDING BASEMENT 2 ONE FOR EACH STORY WHERE FUEL FIRED APPLIANCES AND EQUIPMENT OR ATTACHED GARAGES ARE LOCATED T^
i SUBMITTING BIDS AND START OF CONSTRUCTION.ALL EXISTING CONDITIONS AND DIMENSIONS TO BE FIELD VERIFIED. DEVICES LOCATED INAREAS WHERE INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED TO DEVICES LOCATED IN AREAS WHERE INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED TO EXPOSE THE V I
DISCREPANCIES AND UNCOVERED CONDITIONS NOT ADDRESSED SHOULD BE BROUGHT TO THE ATTENTION OF THE EXPOSE THE STRUCTURE CAN BE BATTERY OPERATED AND ARE NOT REQUIRED TO BE STRUCTURE CAN BE BATTERY OPERATED AND ARE NOT REQUIRED TO BE INTERCONNECTED.ALARMS MUST BE LOCATED
ti OWNER AND THE ARCHITECT. INTERCONNECTED EXCEPT THAT INTERCONNECTION IS REQUIRED IF THE ROOMS CAN BE ACCESSED WITHIN 10 FEET OF ANY BEDROOM DOOR AND MUST HAVE A DIGITAL READ-OUT O THROUGH THE ATTIC FLOOR
OANOKE PAW 12. ALL WORK IS TO BE PERFORMED IN A NEAT,PROFESSIONAL MANNER BY SKILLED MECHANICS. •
13. THE G.C.AND OTHER SUBCONTRACTORS ARE TO BE RESPONSIBLE FOR THE PROPER PERFORMANCE OF THEIR WORK,
COORDINATION WITH OTHER TRADES.METHODS,SAFETY AND SECURITY ON THE SITE AT ALL TIMES.SPECIAL ATTENTION
TO SAFETY IS TO BE PROVIDED DURING ALL REQUIRED DEMOLITION WORK.THE ARCHITECT AND THE ARCHITECTS
AGENTS ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND IS HELD HARMLESS AND INDEMNIFIED BY ALL 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS
R2-F CONTRACTORS FROM ANY CLAIMS,LOSSES,SUITS,OR LEGAL ACTIONS ARISING FROM THE CONTRACTORS }�
PERFORMANCE OF THE WORK ON THIS PROJECT. I•INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
14, THE G.C.IS TO RETAIN THE SERVICES OF A LICENSED LAND SURVEYOR AND PAY THE FEE TO LOCATE AND STAKE THE CLIMATE ZONE: 4A
PROPOSED STRUCTURE(S).THE LAND SURVEYOR IS TO ESTABLISH THE GRADE DATUM(S)IN ACCORDANCE WITH THE REQUIRED: FENESTRATION SKYUGHT GLAZED CEILING WALL FRAME MASS FLOOR BASEMENT SLAB CRAWL
CONSTRUCTION DOCUMENTS:IF REQUIRED IN SCOPE OF WORK U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL WALL R-VALUE WALL FLOOR&DEPTH SPACE n
Pik 15. THE G.C.IS TO NOTIFY THE BUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO THE POURING OF CONCRETE SHGC R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 4
ays, FOOTINGS. 032 055 0.4 R-49 R-21 R-8/13 R-19 R-10/13 R-10/2-FT. R-10/13 V ^, C)
16. THE G.C.IS TO SECURE AND PAY FEES FOR THE CERTIFICATE OF OCCUPANCY AFTER COMPLETION OF THE WORK AS
Printkey/Taxl D: 141.35-1'44.1 INDICATED ON THE CONSTRUCTION DOCUMENTS,ADDENDA'S AND OTHER APPROVED CHANGE ORDERS.SUBMIT COPIES. PROPOSED: FENESTRATION SKYUGHT GLAZED CEILING WALL FRAME MASS FLOOR BASEMENT SLAB CRAWL
40 ROANOKE AVE OF THE CERTIFICATE OF OCCUPANCY TO THE OWNER PRIOR TO SUBMITTING FOR FINAL PAYMENT. U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL WALL R-VALUE WALL FLOOR&DEPTH SPACE
A17. NO EXTRA CHARGES WILL BE ACCEPTED DUE TO AN INCOMPLETE FIELD OBSERVATION BY THE G.C.AND ALL SHGC R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE Q
ZONE: R2-F RYE BROOK, NY N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
SUBCONTRACTORS,EXCEPT FOR HIDDEN CONDITIONS AS DETERMINED BY THE ARCHITECT.
N 18. THE OWNER AND/OR THE ARCHITECT RESERVES THE RIGHT TO REQUEST SUBMITTALS AND/OR SHOP DRAWINGS FOR
APPROVAL ON ANY AND ALL ITEMS SPECIFIED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO STRUCTURAL STEEL,
STEEL REINFORCEMENT,DOOR HARDWARE,PLUMBING AND ELECTRICAL FIXTURES AND HVAC EQUIPMENT,THE 0
CONTRACTOR MUST SUBMIT(3)COPIES OF EQUIPMENT AND FIXTURE CUTS ON ITEMS THAT THE CONTRACTOR IS NOTE AS PER R503.1.1-ALL EXTERIOR WALLS EXPOSED DURING CONSTRUCTION NOTES
REQUESTING TO SUBSTITUTE FOR THE ITEMS SPECIFIED ON THE DRAWINGS. TO RECEIVE REQUIRED INSULATION TYPE TO TILL CAVITY' 1. ALL NEW WINDOWS SHALL HAVE INSULATED GLASS
BE
19. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE TO GUARANTEE WORK UNDER THEIR CONTRACT 2. ALL NEW DOORS SHALL 3. PROVIDE CAULKING AROU'FULLY WEATHER STRIPPED O
�.D ALL ODORS AND WIDOWS TO PREVENT AIR INFILTRATION INTO BUILDING
INCLUDING PARTS AND LABOR FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE. 4. PROVIDE CAULKING AROUND ALL FLOOR&CEILING PENETRATIONS(MECHANICAL PLUMBING AND ELECTRICAL)
20. THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM WORK DURING CONSTRUCTION OF A PROJECT AND ASSUMES NO 5. ALL NEW INSULATIONS TO BE FIBERGLASS BATT.WITH FOIL FACED VAPOR BARRIER
RESPONSIBILITY FOR INSPECTIONS,CHANGES IN DESIGN OR CONSTRUCTION MEANS AND METHODS.
Issi
2020 RESIDENTIAL CODE OF NEW YORK STATE •
PERMIT# 7/c) r�1
REGULATION ALLOWED/REQUIRED EXISTING PROPOSED W
ssc.# �f 3�- /-
USE/OCCUPANCY 1-FAMILY 1-FAMILY NO CHANGE
DATE ' )0 LUO HEIGHT/FIRE AREAS 25 STORY 25 STORY NO CHANGE GENERAL NOTES
TYPE OF CONSTRUCTION TYPE 5-B TYPE S-B NO CHANGE
COPYSeal:Architea Thomas 6 Maymn original 03-28-2024
L[ V [� filing date:
13UILDING IN ECTOR,Village o Brook NYtILE � ��°ARc
drawn by:
10 FF
drawing no.:
R1
APR 1 6 2024
3M yOQ`
�j,fig F NE`N
ViLLAG� OF RYL. BROOK 3o MBER:
BUIL-DING DEPARI-�nL.NT� A.01
�...�. 2347
LEGEND AND SYMBOLS: GENERAL NOTES:
CONCRETE: MASONRY:
1. CONCRETE IS TO BE CONTROLLED STONE CONCRETE COMPLYING WITH A.C.I.318 BUILDING CODE 1. STONE AND CONCRETE MASONRY WALLS SHALL CONFORM TO THE RECOMMENDED WOOD/PLASTICS:
EXISTING WALL REQUIREMENTS.CONCRETE IS TO HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSt PRACTICE FOR ENGINEERED BRICK MASONRY.LATEST EDITION BY STRUCTURAL CLAY 1. ALL FRAMING SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE"NATIONAL DESIGN
AT 28 DAYS.CONCRETE FOR GARAGE SLABS,CARPORT SLABS,SON-0-TUBE FOOTINGS,STEPS, PRODUCTS INSTITUTE,AND'SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF SPECIFICATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS'AS PUBLISHED BY THE NATIONAL LUMBER
PORCH SLABS AND SIDEWALKS EXPOSED TO WEATHER IS TO BE MINIMUM 3500 PSI CLASS'B' LOAD BEARING CONCRETE MASONRY"BY NATIONAL CONCRETE MASONRY ASSOCIATION. MANUFACTURERS ASSOCIATION.
NEW WALL "AIR-ENTAINED"CONCRETE.SEE FOUNDATION PLANS FOR LOCATIONS OF CONCRETE WITH A HIGHER 2. ALL UNITS SHALL BE PLACED IN RUNNING BOND,EXCEPT WHERE INDICATED. 2• ALL LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY MATERIAL,FREE FROM LARGE AND
COMPRESSIVE STRENGTH. 3. CONCRETE MASONRY UNITS(CMU)ARE TO BE GRADE'N',TYPE'r CONFORMING TO THE LOOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH MAY BE IMPAIRED AND OF SIZED
2. CONCRETE IS TO BE PLACED IN CONFORMANCE WITH A.C.I.304.LATEST ADDITION.CONCRETE IS NOT A.S.T.M.C-00,'HOLLOW LOAD BEARING UNITS".CMU WIDTHS FOR WALL THICKNESS'AS INDICATED ON DRAWING. HAYNES ARCHITECTURE P.C.
WALL TO BE DEMOLISHED TO BE SUBJECT TO DROPS OF MORE THAN V-00. INDICATED ON THE DRAWINGS.PROVIDE CORNER SASH,HALF HEIGHT AND ALL OTHER 3. ALL WORKMANSHIP INCLUDING NAILS,BLOCKING,BRIDGING,ETC.SHALL CONFORM TO THE NYSUFPBC.
3. ALL POURS ARE TO BE TERMINATED BY FORMS.PROVIDE KEY WAYS AS INDICATED ON THE TYPES OF CMU REQUIRED TO COMPLETE MASONRY WALLS AS INDICATED. 4. PROVIDE LEDGER BOARDS,BLOCKING,NAILERS AND ROUGH FRAMING HARDWARE AS REQUIRED. 287 Bowman Avenue,Suite 208,
DRAWINGS AND AS DIRECTED BY THE ARCHITECT. 4. FACE BRICK IS TO BE OF TYPE,SIZE AND COLOR AS INDICATED ON THE DRAWINGS 5. PROVIDE ALL REQUIRED 2 X FIRE BLOCKING AS SPECIFIED IN SECTION 602.8 OF RESIDENTIAL CODE OF NEW YORK Purchase NY 10577
4. ALL CONCRETE IS TO BE FORMED,UNLESS OTHERWISE APPROVED BY THE ARCHITECT. CONFORMING TO A.S.T.M.C-216'FACING BRICK(SOLID MASONRY UNITS MADE FROM STATE.WHERE PARTITIONS ARE TALLER THAN 8'4 INSTALL 2X FIRE BLOCKING"CATS"AT MID POINT.
5. OBTAIN CONCRETE MANUFACTURER'S CERTIFICATES OF COMPLIANCE SHOWING CONCRETE CLASS, CLAY OR SHALE). 6. ALL NEW LUMBER SHALL BE DOUGLAS FIR 42 OR BETTER,WITH MIN.FB=1250 PSI AND E 1,500,000 PSI.
r ` EXISTING DOOR 7. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING AND BE KILN DRY, p:914.863.3838 is 914.963.3881
AGGREGATE SIZES,ADDITIVES USED AND FIBER MESH REINFORCEMENT(IF APPLICABLE). 5. MANUFACTURER:OBTAIN ALL CMU FROM ONE MANUFACTURER BEING OF UNIFORM SIZE,
6. THE FOUNDATION SUBCONTRACTOR IS TO OBTAIN CONCRETE TEST CYLINDERS FOR EACH CLASS OF COLOR AND TEXTURE FOR EACH CMU TYPE REQUIRED FOR EACH CONTINUOUS AREA 8. ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. e: tj@haynesdesigngroup.com
CONCRETE SPECIFIED.TAKE TWO(2)CYLINDERS EACH FOR EACH 150 CU.YDS.OR FRACTIONS AND EACH VISUAL RELATED AREAS. 9. PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED ON PLANS. e: h a y n e s a r c h i t e c t @ g m a i I.c o m
THEREOF.TEST ONE(1)CYLINDER AT SEVEN(7)DAYS AND ONE(1)CYLINDER AT 28 DAYS.CYLINDER 6. MORTAR IS TO BE TYPE'S'MORTAR IN CONFORMANCE WITH A.S.T.M.C-270"MORTAR FOR 10. PROVIDE(2)2X8 MINIMUM HEADER WHERE ROUGH OPENING DOES NOT EXCEED 3'-0-.
NEW DOOR TESTS TO BE PERFORMED BY A CERTIFIED TESTING LABORATORY.TEST REPORTS ARE TO INCLUDE UNIT MASONRY'.AVERAGE COMPRESSIVE STRENGTH TO BE 1800 PSI AT 28 DAYS. 11. PLYWOOD FOR SUBFLOOR SHEATHING SHALL BE 3/4'AND 5/8'EXTERIOR ON WALLS AND ROOF SURFACES APA C-C These documents and a0 the Ideas.arrangement,daslgn.
CONCRETE CLASS,SLUMP,GAGE AND LOCATION OF CONCRETE.SUBMIT THREE 3 COPIES OF TEST 7. ALL MASONRY WALLS TO BE PROPERLY SHORED AGAINST WIND AND OTHER LATERAL PLUGGED EXTERIOR OR APA UNDERLAYMENT EXTERIOR INDEX STAMP SHALL BE VISIBLE ON ALL SHEETS. signs,and plans Indicated thereon or presented thereby are
() 12. PLYWOOD SHALL BE NAILED TO JOISTS WITH 8D COMMON NAILS AT 6'O.C.AT EXTERIOR EDGES AND 12'O.C.AT R�and nno by opart thereof ln ha bye uttaty ked by any person.irm REPORTS TO THE ARCHITECT FOR REVIEW AND APPROVAL. LOADS UNTIL FLOOR AND ROOF CONSTRUCTION IS COMPLETELY INSTALLED.THE G.C.IS
DOOR TO BE DEMOLISHED 7. THE FOUNDATION SUBCONTRACTOR IS TO SUBMIT FOUR(4)COPIES OF THE STEEL REINFORCEMENT TO ASSUME FULL RESPONSIBILITY FOR MASONRY WALL STABILITY. INTERMEDIATE SUPPORT. or corporation for any purpose whatsoever except with the
pectfic
SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL.THE SHOP DRAWINGS ARE TO INDICATE 8. PROVIDE ALL ANCHOR BOLTS WITH NUTS AND WASHERS,IN SIZES AND QUANTITIES 13. USE PLY CLIPS OR OTHER EDGE SUPPORT FOR ALL PLYWOOD SHEATHING. fwrmen permission of Thomas E.Haynes,R.A.Al rignis
eserved
REINFORCEMENT TYPE,SIZES,QUANTITIES,PLACEMENT AND ALL BENDS AND LAPS FOR ALL INDICATED ON THE DRAWINGS,THAT ARE TO BE EMBEDDED INTO MASONRY.ANCHOR 14. PLACE FACE GRAIN IN DIRECTION OF SPAN(TRAVERSE TO JOIST SPAN).
FOUNDATION REINFORCEMENT AS INDICATED ON THE DRAWINGS. BOLTS ARE TO CONFORM TO THE STANDARDS OF A.S.T.M.A-307. 15. LEAVE 1/16'SPACE AT ALL PLYWOOD PANEL AND JOINTS AND 1/8"SPACE AT ALL PANEL EDGE JOINTS. revisions:
X 8. ALL REINFORCEMENT IS TO BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL A•615 9. COORDINATE INSTALLATION OF ALL EMBEDMENTS PROVIDED BY OTHER TRADES. 16. JOIST HANGERS,FRAMING ANCHORS AND RAFTER ANCHORS SHALL BE HOT DIPPED GALVANIZED,"ZMAX'
P WALL TAG GRADE.60 BENDS IN REINFORCEMENT ARE TO BE SHOP FABRICATED.FIELD BENDS WILL NOT BE 10. CONSTRUCT ALL OPENINGS,SLEEVES,CHASES,ETC.REQUIRED BY OTHER TRADES AS GALVANIZED COATED OR STAINLESS STEEL FOR PRESSURE TREATED LUMBER AS MANUFACTURED BY'SIMPSON"
IPERMITTED. INDICATED ON THE DRAWINGS. OR APPROVED EQUAL,AND INSTALLED ACCORDING TO MANUFACTURER'S DIRECTIONS.
9. ALL REINFORCEMENT STEEL IS TO BE SECURELY WIRED TOGETHER IN THE FRAMEWORK.TWO WAY 11. MORTAR JOINTS ARE TO BE STRAIGHT AND LEVEL.,OF A UNIFORM THICKNESS AND 17. METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS MANUFACTURED BY'TECO','SIMPSON'OR APPROVED
MATS OF STEEL ARE TO BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. DEPTH.THICKNESS TO BE BETWEEN 3/8"AND 1/2'.JOINTS AT INTERSECTING CORNERS EQUAL,AND INSTALLED ACCORDING TO MANUFACTURER'S DIRECTIONS.
10. THE FOUNDATION SUBCONTRACTOR IS TO PROVIDE HIGH CHAIRS,SPACERS,SUPPORTS,ETC.AS MUST MEET. 18. PROVIDE W BRIDGING OR SOLID BLOCKING EVERY 6-W.BOTTOM ENDS OF BRIDGING WALL SHALL NOT BE NAILED
5 SMOKE DETECTOR NECESSARY FOR THE PROPER PLACEMENT OF THE REINFORCEMENT STEEL. 12. AS WORK PROGRESSES,INSTALL ALL BUILT IN ITEMS SPECIFIED ON THE DRAWINGS AND UNTIL AFTER ENTIRE STRUCTURE IS COMPLETE.
-HARDWIRE 8 BATT.BACK-UP 11. PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCEMENT AS FOLLOWS: IN THE SPECIFICATIONS. 19. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO JOISTS.
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH-3" 13. GROUT FOR FILLING CMU CORES SOLIDLY IS TO BE TYPE'M OR TYPES'MORTAR IN 20. WHERE SHEATHING IS NOT PLYWOOD,DIAGONAL BRACING SHALL BE LET IN AT EXTERIOR CORNERS OR BRACE
EXPOSED TO EARTH OR WEATHER(45 BARS OR SMALLER)-1 1/2" CONFORMANCE WITH A.S.T.M.C-476'GROUT FOR UNIT MASONRY'. CORNERS WITH 518"CDX PLYWOOD 4%0'IN EACH DIRECTION.
EXPOSED TO EARTH OR WEATHER(46 BARS OR GREATER)-2' 14. FILL CMU CORES SOLIDLY WITH GROUT A MINIMUM OF THREE(3)COURSES UNDER EACH 21. CORNER BOARDS,FASCIA BOARDS,DOOR AND WINDOW CASINGS,AND DECORATIVE WOOD ITEMS SHALL BE WOOD
C CARBON MONOXIDE DETECTOR NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: LINTEL,BEARING PLATES,EMBEDMENTS OR OTHER SIMILAR CONDITIONS,UNLESS 5/4'OR 3/4'NO,1 PINE OF SIZE,STYLE AND DESIGN AS INDICATED ON THE DRAWINGS.BACK PRIME PAINTED TRIM.
W/DIGITAL READ-OUT SLABS,WALLS AND JOISTS 3/4" OTHERWISE NOTED. 22. EXTERIOR WOOD POSTS SHALL BE PRESSURE TREATED WOOD,SET ON APPROVED TYPE HEAVY DUTY GALVANIZED
BEAMS,GIRDERS,COLUMNS 15. PROVIDE PRECAST REINFORCED CONCRETE LINTELS AS INDICATED ON THE DRAWINGS. METAL BASE,ANCHORED IN CONCRETE.BOXED FINISH TO MATCH WOOD TRIM.
(PRINCIPAL REINFORCEMENT,TIES,STIRRUPS OR SPIRALS)-1 If2' AT THE OPTION OF THE G.C.STEEL ANGLES OR STEEL BEAM LINTLES,PROPERLY SIZED 23. WOOD PLATES AND SILLS IN CONTACT WITH CONCRETE FOUNDATION WALLS AND CONCRETE SLABS SHALL BE
12. LENGTH OR REINFORCEMENT SPLICES ARE TO CONFORM TO A.C.I.BUILDING CODE REQUIREMENTS, FOR THE REQUIRED LOADS,MAY BE USED.ALL LINTELS TO BEAR A MINIMUM OF 4'ONTO PRESSURE TREATED WOOD.
75 CFM MECH.EXHAUST FAN-CONNECT TO SEPARATE BUT IN NO CASE ARE THE SPLICES TO BE LESS THAN 30 BAR DIAMETERS OR AS OTHERWISE SUPPORTS. 24. PRESSURE PRESERVATIVES TREATMENT FOR WOOD SHALL BE APPROVED BY LOCAL AUTHORITIES HAVING
SWITCH DUCT TO EXTERIOR APPROVED BY THE ARCHITECT. 16. PROVIDE SPANDREL WATERPROOFING AT ALL SPANDREL GIRDERS,STEEL LINTELS, JURISDICTION.
13. WELDED WIRE FABRIC IS TO CONFORM TO A.S.T.M.SPECIFICATION A-185. DOOR AND WINDOW HEADS,AND WHERE EVER ELSE INDICATED ON THE DRAWINGS.USE 25. PROVIDE(3)2'X6'SPIKED AT BEARING POINTS OF ALL TRIPLE FRAMING MEMBERS UNLESS OTHERWISE NOTED.
14. ALL SLABS ON GRADE ARE TO BE REINFORCED WITH WELDED WIRE FABRIC 3/4'DOWN FROM THE FABRIC FLASHING AS MANUFACTURED BY'NERVASTRAL'TYPE SEAL PRUF HD OR AN 26. ALL LUMBER FOR EXTERIOR DECKS AND LUMBER IN CONTACT WITH CONCRETE SURFACES SHALL BE PRESSURE
TOP OF SLAB,AND OVER ANY PIPES OR CONDUITS IN THE SLAB.SIZE AND TYPE TO BE AS INDICATED APPROVED EQUAL.INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. TREATED.
ELEVATION MARKER ON THE DRAWINGS,BUT IN NO CASE IS THE W.W.F.TO BE LESS THAN 6X6 41.41W A W.W.F.FOR 4' 17. PROVIDE VERTICAL AND HORIZONTAL CONTROL AND EXPANSION JOINTS IN ALL
SLABS AND 6X6 4N29-W2.9 W.W.F.FOR 6'THICK SLABS. EXTERIOR MASONRY WALLS.MAXIMUM SPACING TO BE 20'-0'O.C.PROVIDE CONTROL
15. FIBER MESH REINFORCEMENT INTEGRAL WITH THE CONCRETE MIX MAY BE SUBSTITUTED WITH AND EXPANSION JOINTS EVEN IF NOT SPECIFIED IN THE DRAWINGS.
ELEVATION W.W.F.IN 4'SLABS ON GRADE. 18. CAULKING FOR CONTROL AND EXPANSION JOINTS TO BE G.E.SILICONE BASE SEALANT
16. W.W.F.IS TO LAP ONE FULL MESH SQUARE AT ALL SIDES AND END LAPS AND BE WIRED TOGETHER. OR AN APPROVED EQUAL.INSTALL WITH APPROPRIATE FOAM BACKER ROD IN project title:
X ELEVATION NUMBER 17. THICKNESS'AND REINFORCEMENT OF STRUCTURAL SLABS ON GRADE DUE TO SPECIAL LOADING ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
REQUIREMENTS SHALL BE NOTED ON THE DRAWINGS. 19. ALL MASONRY WORK IS TO BE REINFORCED WITH GALVANIZED'DUR-O-WAL"JOINT
A-X.XX DRAWING NUMBER 18. POUR SLABS ON GRADE IN ALTERNATING LANE(CHECKERBOARD)PATTERNS NOT TO EXCEED 800 REINFORCEMENT EVERY 2ND BLOCK COURSE UNLESS OTHERWISE NOTED."DUR-O-WAL"
S.F.IN AREA OR MORE THAN 40 FEET IN LENGTH BETWEEN CONSTRUCTION OR EXPANSION JOISTS. IS TO BE PLACED IN THE FIRST AND SECOND BED JOINTS ABOVE AND BELOW OPENINGS +;
PROVIDE DIAMOND SHAPED ISOLATION JOINTS AT ALL INTERIOR COLUMNS.EXPANSION JOINTS ARE AND IN EVERY 2ND BED JOINT THROUGH OUT REMAINDER OF WALL.REINFORCING IS TO
DETAIL TO BE MADE FROM PRE FORMED ASPHALT IMPREGNATED FIBERBOARD. OVERLAP 6'MINIMUM.
19. PLACE A MINIMUM OF 4'CRUSHED STONE UNDER ALL SLABS ON GRADE. 20. FOR BRICK OR CMU VENEERS WITH STUD WALL BACKUP,USE CORRUGATED GALVANIZED
X DETAIL NUMBER 20. INSTALL 6 MIL.POLYETHYLENE VAPOR BARRIER UNDER ALL SLABS ON GRADE.LAP ENDS A MINIMUM BRICK TIES SCREWED TO STUDS AT MAXIMUM SPACING OF 24'O.C.VERTICALLY AND 16'
OF 6"AND TAPE. O.C.HORIZONTALLY.(1 TIE PER 3 S.F.OF VENEER FACE AREA MAXIMUM). �I
A-X.XX DRAWING NUMBER 21. PROVIDE EXPANSION JOINTS BETWEEN ALL SLABS AND VERTICAL SURFACES,BETWEEN SIDEWALK 21. PROVIDE'KOR-FIL'INSULATION IN ALL CMU WALLS EXPOSED TO THE EXTERIOR �o
SLABS AND CURBS,SIDEWALK SLABS AND EXTERIOR WALLS AND IN SIDEWALK SLAB SPACED 22. THE CONTRACTOR IS TO PROTECT ALL MASONRY WALLS FROM COLD WEATHER
MAXIMUM OF 19-0'O.C. INSTALLATIONS TO PREVENT MORTAR FROM FREEZING. .�..�
22. PROVIDE 1/4'X 1'DEEP SAW CUTS(CUT INTO SLABS WITHIN 24 HOURS OF POUR)OR FORMED JOINT .+..�
D_ DOOR NUMBER FILLED WITH SEALER AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT. FIRE/SMOKE DETECTION:
' 23. THE FOUNDATION CONTRACTOR IS TO ASCERTAIN THE LOCATIONS OF ALL SLEEVES,INSERTS, 1. SMOKE DETECTING ALARMS ARE TO BE INSTALLED IN EACH SLEEPING
ANCHOR BOLTS AND EMBEDMENTS REQUIRED BY ALL OTHER TRADES.SUCH EMBEDMENTS ARE TO ROOM,OUTSIDE EACH SLEEPING AREA AND EACH FLOOR PER SECTION
BE CHECKED FOR COMPLETENESS AND PROPER LOCATION PRIOR TO CONCRETE BEING PLACED. R317 OF THE RESIDENTIAL CODE OF NEW YORK STATE,N.F.PA.#72 AND I�
WINDOW TYPE 24. NOTIFY THE BUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO THE PLACEMENT OF CONCRETE ALL OTHER APPLICABLE CODES AND REQUIREMENTS HAVING 4-A r
FOOTINGS FOR REQUIRED INSPECTIONS. JURISDICTION.
25. CURING OF CONCRETE IS TO START AS SOON AS THE FINISHES WILL NOT BE MARRED THEREBY 2. CARBON MONOXIDE DETECTORS AS REQUIRED BY THE RESIDENTIAL CODE !�
DELAYING THE CURING PROCESS WILL NOT BE PERMITTED. OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES ARE TO BE 1�
OSCOPE OF WORK TAG 26. ALL COLD WEATHER CONCRETE TO BE PERFORMED IN ACCORDANCE WITH ALL RECOMMENDATIONS INSTALLED IN THE IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST n
OF THE A.C.I.PROVIDE AND INSTALL TEMPORARY INSULATING BLANKETS AS REQUIRED TO PROTECT FLOOR OF THE DWELLING UNIT CONTAINING BEDROOMS.AT LEAST ONE(1) I�il
CONCRETE FROM FREEZING.CORROSIVE ADMIXTURES SUCH AS THOSE CONTAINING CALCIUM CARBON MONOXIDE DETECTOR SHALL BE PROVIDED IN EACH DWELLING ray
PXX PLUMBING TAG CHLORIDE MAY NOT BE USED. UNIT.CO ALARMS ARE TO COMPLY WITH UL 2034-2002(SINGLE AND U o
27. PROVIDE NON-SHRINK GROUT UNDER ALL LEVELING PLATES AND BEARING PLATES. MULTIPLE STATION CARBON MONOXIDE ALARMS,SECOND EDITION.
28. APPLY TROWEL FINISH TO ALL MONOLITHIC SLAB SURFACES EXPOSED TO VIEW OR RECEIVING
FLOORING.VARIATIONS IN FLOOR SLABS ARE NOT TO EXCEED 1/8'IN 10'-0'UNLESS SLAB PITCHES o
EXX EQUIPMENT TAG TOWARD FLOOR DRAIN.
29. APPLY NONSLIP BROOM FINISHES TO ALL EXTERIOR WALKS,GARAGE FLOORS AND ELSEWHERE AS w
INDICATED ON THE DRAWINGS.
30. INSTALL CONCRETE SLAB SEALER TO ALL INTERIOR SLABS EXPOSED TO VIEW NOT RECEIVING o
EK> FINISH TAG FINISHES TO PREVENT DUSTING U.O.N. o
o 04
ABBREVIATIONS: C)
A/C AIR CONDITIONING CLR. CLEAR EQUIP. EQUIPMENT GEN. GENERAL MTD. MOUNTED QUAN. QUANTITY S SMOKE DETECTOR
ACOUS. ACOUSTICAL CLR.OPG. CLEAR OPENING EXH. EXHAUST GL. GLASS OR GLAZED MUL. MULLION R/A RETURN AIR $TOR. STORAGE •'"'�
ACOUS.T ACOUSTICAL TILE COL. COLUMN EXIST. EXISTING GYP. GYPSUM M.TH. METAL THRESHOLD RAD. RADIUS TECH. TECHNICAL
ADJ. ADJUSTABLE CONC. CONCRETE EXPAN. EXPANSION EXPOS GWB. GYPSUM WALL BOARD MIC. MICROWAVE RECEP. RECEPTACLE TEL. TELEPHONE
ALUM. ALUMINUM CONN. CONNECT EXT. EXTERIOR HGT. HEIGHT (N) NORTH REFF. REFERENCE TEMPD. TEMPERED •
ALT. ALTERNATE CONST. CONSTRUCTION ELECT. ELECTRICAL H.M. HOLLOW METAL N. NEW REF REFRIGERATOR TEMP.GL. TEMPERED GLASS
ANOD. ANODIZED CONT. CONTINUOUS FALM. FIRE ALARM HORIZ. HORIZONTAL NEG. NEGATIVE REFL. REFLECTED THK. THICKNESS) r-1
APPVD. APPROVED COR. CORNER FABR. FABRICATE HVAC HEATING,VENTILATION N.I.0 NOT IN CONTRACT REINF. REINFORCED TYP. TYPICAL w
APPROX. APPROXIMATE CORR. CORRIDOR F.E. FIRE EXTINGUISHER 8 AIR CONDITIONING NO.(OR M NUMBER RESIL. RESILIENT T.M.E TO MATCH EXISTING
ARCH. ARCHITECT or C.T. COUNTERTOP F.E.0 FIRE EXTINGUISHER H.W. HOT WATER N.T.S NOT TO SCALE REQ. REQUIRED U.L UNDERWRITERS
ARCHITECTURAL CTR. CENTER CABINET LD INSIDE DIAMETER OA OVERALL R.H. RIGHT HAND LABORATORY
AUTO. AUTOMATIC C.W. COLD WATER FIN.FL. FINISH FLOOR INCL. INCLUDE(D)(ING) O.0 ON CENTER RM. ROOM UTIL. UTILITY
AVG. AVERAGE D.A. DOUBLE ACTING F.H.0 FIRE HOSE CABINET INFO. INFORMATION OD OUTSIDE DIAMETER MD. ROUND U.O.N UNLESS OTHERWISE NOTED GENERAL NOTES
& AND DEPT. DEPARTMENT FIN. FINISHED) INT. INTERIOR OFF. OFFICE R.O. ROUGH OPENING VERT. VERTICAL
A.F.F. ABOVE FINISH FLOOR DET. DETAIL FLR. FLOOR JAN. JANITOR O.H OPPOSITE HAND OPNG. REV. REVISION VEST. VESTIBULE
ABV. ABOVE D.F. DRINKING FOUNTAIN FLUOR. FLUORESCENT JT. JOINT OPP. OPPOSITE (S) SOUTH V.I.F VERIFY IN FIELD
BD. BOARD DIA. DIAMETER f.O.0 FACE OF CONCRETE LAM. LAMINATE ORIG. ORIGINAL SCHED. SCHEDULE VOL. VOLUME seal: L Haynes original 03-28-2024
BLDG. BUILDING DIM. DIMENSION F.O.F FACE OF FINISH LB(OR#) POUND PART.BD. PARTICLE BOARD SECT. SECTION A WEST �REO qqc filing date:
BLKG. BLOCKING DIV. DIVISION F.O.G FACE OF GYP.BD. L.H. LEFT HAND P.LAM. PLASTIC LAMINATE SIM. SIMILAR W/ WITH o�p9 /i,�y��j� drawn by:
BRKT. BRACKET DN. DOWN F.O.S FACE OF STUD LAV. LAVATORY PLAS. PLASTER SQ. SQUARE W.0 WATER CLOSET
BRZ BRONZE DR. DOOR f.O.W FACE OF WALL MAINT. MAINTENANCE PLYWD. PLYWOOD SQ.FT OR SF. SQUARE FEET W.I.0 WATER IN CLOSET 'r �+ checked by:
BSMT. BASEMENT DWG. DRAWING FR. FRAME MAX. MAXIMUM PNL. PANEL STL. STEEL WD. WOOD drawing no.:
CAB. CABINET DRW. DRAWER F.S. FULL SIZE MECH. MECHANICAL PR. PAIR S.S. STAINLESS STEEL WIND. WINDOW 4r
C.C. CENTER TO CENTER (E.) EAST FT. FOOT OR FEET M.C. MAIL CHUTE PREFAB. PREFABRICATED STD. STANDARD W.H. WATER HEATER 3ys� �OQ
CER. CERAMIC ELEC. ELECTRIC F.A.R FLOOR AREA RATIO MTL. METAL PROJ. PROJECT STRUCT STRUCTURAL W/O WITHOUT F NE`N
CLKG. CALKING ELEV. ELEVATION F-F FACE TO FACE FURRJ MEZZ. MEZZANINE PTN. PARTITION SUSP. SUSPENDED W.S WEATHERSTRIPPING
C.L. CENTER LINE ELEVR. ELEVATOR FURRING MGR. MANAGER PTD. PAINTED SYMM. SYMMETRICAL WV. WOOD VENEER
CLG. CEILING ENGR. ENGINEER FIXT. FIXTURE MIN. MINIMUM PWG. PAINTED WOOD 8 GLASS SYS. SYSTEM YD. YARD
CLOS. CLOSET EQ. EQUAL GA GAUGE MISC. MISCELLANEOUS QUAL QUALITY SPL. SPLASH JOB NUMBER: A.02
2347
H"NES ARCHITECTURE P.C.
287 Bowman Avenue,Suite 208,
Purchase NY 10577
p:914.963.3838 1: 914.963.3861
e: tj®hoynesdesigngroup.com
e: haynesorchitect@gmoil.com
These documents and all the Woos.arrangement,design.
signs,and pions Indicated thereon or presented thereby are
owned by and remain the property of Thomas E.Haynes.
R.A.and no part thereof shol be vtiltrsd by any person,firm
or corporation for any purpose whatsoever except with the
spec lc written permission of Thomas E.Haynes,R.A.Al rights
reserved
revisions:
N8402 5'00" E 100.0'
- - - - 14 - - - - - - - - - - - ZONING ANALYSIS:
0 p 0 GENERAL INFORMATION:
CN
O ar- no O ADDRESS: project title:
22.75' w ZONING DISTRICT:
40 ROANOKE AVE R2-F
EXISTING DRIVE z LOT/BULK REQUIREMENTS:LU
EXISTING 2.5 STORY Q CATEGORY REQUIRED I ALLOWED EXISTING
FRAME DOUSE w LOT AREA (SF.) 5,000 SF. 5,000 SF.
#40 EXISTING > (�
0 EXISTING WOOD STAIR& 1 0 MIN,LOT WIDTH (FT.) 150 124.84 *Tom*
+-)
0 I DECK AND STAIR TO PLAT, I 0 Q FRONT YARD (FT.) 29 25.0'
m BE DOCUMENTED r; m 0 REAR YARD (FT.) 30' 22.75'-TO DECK
to ! ' CV I in12.41'-TO DECK
0 M 6 _ 0 SIDE YARD (FT.)
6 MiN.
16TOTAL 25.16"-TO DECK �
z � z
O
— — — — O — — — — — — — — — — — BUILDING HEIGHT(STORY/FT.) 2/30' 2 STORY-NO CHANGE Q� ^
cJ' 840 2 5'00" w 100.01 COVER OF MAIN HOUSE 30%MAX 27.60%
COVER OF DECK 3.5%MAX 3.06°fo
PROPOSED. SITE PLAN IMPERVIOUS COVERAGE 2,549.65SF. 2,066SF.
0 4�
SCALE: 1' = 10'=W' o
0
W
GENERAL NOTES
Seal:Ma,hea tnrwas L Haynes ortgirw 03-28-2024
,��F►ED Aqc filing date:
drawn by:
checked by:
* drawing no..
376� �OQ
F NE`µ
JOB NUMBER:
2347 A.02
EXISTING ROOF
EXISTING 2X8 P.T.WD. EXISTING 4"X4"P.T.WD.
LEDGER STAGGER BOLTED POSTS TO REMAIN-EXISTING
16"O.C.W/Y'DIA. POSTS NOT USED FOR
LEDGERLOK SCREWS-TYP. STRUCTURE EXISTING EXTERIOR WALL EXISTING 36"HIGH COMPOSITE RAILINGS W/
VERTICAL BALUSTERS SPACED LESS THAN HAYN ES ARCHITECTURE P.C.
EXISTING 2X12 P.T.WD. 4"CLEAR TYP.
ak
yam. STRINGERS @ 12'O.C. NEW 3-SECUREX10 ST.P.T P.T.WD.
JOISTS
GALV.
287 Bowman Avenue,Suite 208,
SIMPSON HURRICANE TIE DOWN Purchase NY 10577
_ CUPS-TYP.EACH JOIST
NOTE:STAIR STRINGER TO BE P
EX ' I " ATTACHED TO PATIO WI GALV. EXIST.I3T FLOOR e: t@ h a n e s d e s i n r o u p.c o m
ON , , i , 7 7' 914.963.3838 9 9 f:914.963.38$1
6R t SIMPSON e: haynesarchitectOgmail.com
=1
VEXX10(P.T.) EXISTING PAVER EXISTING P.T.WD.JSTs INSTALL NEW 67(6•P.T.WD.POSTSThese documents and au the Ideas,arrangement,dmgm
, SECURED TO 14'DIA.X 42"DEEP BELOW
R TO PATIO ON GRADE SECURED TO LEDGER r-0 Zns,and plans IndkC. thereon or presented thereby are
y_ GRADE(3500 PSI)CONC.30N•O-TUBE owned by and remain the property of Thomas E.H es.
N W/GALV.SIMPSON na
1 a PIERS-SECURE POST TO PIER W/GALV. R.A.and no part thereof steal be utOlzed by any pNxson•firm
f EXISTING 36'HIGH JOIST HANGERS TYP. or corporation for any purpose whatsoever except wth the
EXISTING '~ c SIMPSON POSTIBASE CONNECTORS&}4'
C. o COMPOSITE RAILING Wl .. DIA ANCHOR BOLTS SECURE POST TO b specific written permission d Thomas E.Rayner.R.A.M rights
' EX 2-2X10(P.T.) f- 5-10" VERTICAL 8ALU311:R3
g reserved
CON C.WALK 1 N HEADER TO �, SPACED LESS THAN 4" 2X6 P.T.WD.LEDGER i:� HEADER W/GALV.slMPsaN STRONG TIE
0o POSTIBEAM CONNECTORS TYP.(2)
REMAIN ' CLEAR TYP. BOLTED TO EXISTING Iq �j4 ti. POSTSIPIER$ revisions:
1 EXTERIOR WALL W/3/8*
INSTALL 3-2X10 P.T.CONTINUOUS I i Eio DIA.GALV.LEDGERLOK F�
HEADER TO SUPPORT EXISTING �- SCREWS STAGGERED t EXIST.BASEMENT FLOOR
WOOD DECK-SECURE HEADER TO G9 i @ 16"O.C.TYP.
NEW P.T.WD.POSTS W/GALV. DASHED LINE OF EXISTING
SIMPSON STRONG-TIE POST/SEAM WOOD DECK OVER
CONNECTOR$ EX.2 T.
CHOP OUT SECnO OF EXSITING CONCRETE EXISTING 4"Xe P.T.WD. SECTION A—A'
SLAB TO ACCOMMODATE NEW 14'DIA.X 42" POSTS TO REMAIN-EXISTING
DEEP(3,50OPSI)POURED CONC.SON•O•TUBE JW Wj 9•6" '-71 POSTS NOT USED FOR
PIER-SECURE NEW 6'X6"P.T.WD.POST TO STRUCTURE SCALE: 1/4'=1'-0"
PIERS W/GALV.SIMSPN STRONG TIE
POSTMASE CONNECTORS&V DUk ANCHOR
BOLTS TYP.(2)NEW POSTSIPIERS
DECK FRAMING PLAN
SCALE: 1/4"=1'-0"
ExrenNG EXTERIOR NWLI
EX1STWO 36"HIGH COMPOS17E project titre:
RAfUNO W/VERTu:AL EDOSTING SIDING
BALUSTERS SPACED LESS NM
4 SHEATHING WRAP LAPPED OVER
02SIINO TREX DECKM FLAD MO
-CAMOR AUA ING V FLASHING .�
-CARRY UP BLgLDING WALL B'MIN.
DM.P.T.WOW BAND
jOtM
EIOST.AZEK TRW AROLI D
EXTERIOR FACE OF SAND JOISTS
GALV.SIMPSON JOIST HANGER-TYP. O
EACH JOIST
E70STW 2-2XIO P.T.WO. 24LEDGER-BEE PLAN FOR SONG •��
BLOCKING AS REQUWED To �..�
SEGAIE P.T.WD.POST FROM ^,
ABOVE—THIN BOLT WITH(2)
1/2"DIA.GALV.THRU BOLTS W DIA,GALVANIZED LAO BOLTS
WASHERS STAGGER BOLTED Q to-O.C.
PER&SOCK BITUMINOUS
MEMBRANE
EXIST.WIND EXIST.WIND DUSTING SILL PLATES �-* Z
EXIST.SL.GLDR3
INSTALL NEW HAND RAILING MOUNTED TO TYPICAL DECK POST/GUARD DETAIL FLASHING @DECK/ EXTERIOR
EX UN 3 sP SIDE OF EXISTING COMPOSITE GUARD
= �* RAWNG!POSTS-NEW RAILING TO BE SCALE:1"=1'-0" WALL DETAILSCALE:
CONTINUOUS AND HANDRAIL MOUNTED o
EXISTING TO GUARDRAIL @ 34'HIGH AND 1.5"OFF
WALL GUARDRAIL-HANDRAIL TO BE 1.5" t ,
WOOD DECK 5'-40" DIAMETER 4iANDRAILS TO BE IN o
COMPLIANCE W/RCM'R311.7,8 �""'1
EX.TREK DECKING PLANKS
TO REMAIN-Y."GAP IN m
BETWEEN
o 0
INSTALL NEW HAND RAILING MOUNTED TO EXISTING COMPOSITE Q
GUARD RAILING-36"HIGH GUARD RAILING HAS BALUSTERS
SPACED LESS THAN 4'CLEAR-NEW ROILING TO BE CONTINUOUS }1(�
AND HANDRAIL MOUNTED TO GUARDRAIL @ 34'HIGH AND 1.5'
2'•4" 11'S' EXISTING 36'HIGH COMPOSITE OFF WALL GUARDRAIL-HANDRAIL TO BE 1.5"DIAMETER
RAILING W/VERTICAL -HANDRAILS TO BE IN COMPLIANCE W/RCNY R311.7.8
BALUSTERS SPACED LESS THAN •t�
4'CLEAR TO REMAIN-TYP.
THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD
AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A
STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A f T 1
SPHERE 6 INCHES(152 MM)CANNOT PASS THROUGH.-EXISTING w
STAIR/RAIL IS IN COMPLIANCE
10
PROPOSED FRAMING PLAN PLAN/DETAILS
SCALE:1/4"=1'—O"
Sam NOTE:SECURE STAIR STRINGERS TO PATIO seal:���+•�+••�.N.ro« oflginat 03-28-2024
ADJUSTABLEWITH SIMPSON LSC STAIR dreg date:
STRINGER CONNECTORS TYP. CEO
' y�� drawn by:
chewed by:
drawing no.:
376%
TYPICAL WOOD STAIR DETAIL F"�"
SCALE: 1"=1'—Op UMBER:
2347 A.03
Survey of plot situate in the Town of Rye, Village RONALD PERSAUD
of Rye Brook, County of Westchester and State of LAND SURVEYING, P.C.
New York, known and designated as Lots 14 and 15 15 south Tenth Ave
in Block H on a certain map entitled, "Map of Chester MOUNT VERNON, N.Y. 10550
Terrace, Property of Dixon W. Kitchen situate in the Tele : (914) 523-5808
Town of Rye, N.Y"., dated July 1924 and filed in Office Email: ronaldpersaud1510@gmail.com
of the County Clerk of Westchester County, Division of �V NEw
Land Records on August 5, 1924 as Map No. 2650. o �
Also know as 40 Roanoke Avenue, Rye Brook, N.Y. o�'
Blk.1 Tax Lot 44.1 : 5,000 sq ft. 0.11Acre
W o
NORTH °l 1 ��
Roanoke Park RONALD PERSAU .Y.S. LIC. No. 051087
Village of Rye Brook
6' High Chain
Lin k Fence
0
0
0
0
LOT 16
TAx LOT 43 0
V)
21— Story
� Frame
J/
Dwelling
Hse.No.38 0
v/
TAx LOT 47
LOT 39
50.00' N05035'00))W
4-1
6' i h Chain Link Fence CD
X
o 0 I 0.6' W .
m o I �
LOT 15 LOT 14
� N
�� 5.9'
Q O
LL COPY � N 969.02' Cn
T.vc LOT 44.1
Railroad Tie
Wood .1 I F- 0
Brick Patio DeC Bsmnt� o
_U Conc.Und. Ent. .
0
9.7� (,
1— St y U
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0
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H se. N o. 40
0
cn 0
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E-DOCUMENLIA APR 16 2024
Unauthorized alteration or addition to this survey map is a violation of Section 7209 Subsection 2, of the New York State Education Law.
No guarantee is implied by this map as to the existence or non—existence of any easements of record that would affect subject property,
unless surveyor has been furnished a complete copy of the title report.
Dimensions shown from structures to property lines are not intended to be used for construction of fences, structures or other improvements.
"Surveyed As in Possession Surveyed: March 19, 2024 SCALE . 1 T' 16' Map Drafted: March 28, 2024 INDEX: COO-309