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BUILDING E ARTMENT
VIL4AGE OF RYE BROOK
938 KING STREET RYE BROOK,NY 10573
(914)939-o66s'/ MAR 31 2025
wwwxyebrookn-mov
VILLAGE OF F'Y7 !.'.•ROOK
F?i?Itr"IidC, Y'YFAF:-rUmi
FOR OFFICE USE ONLY: 1 4�
Approval Date: APR f 'er # d-� `vl Application#Approval Signature:Signature: _ = ARCHITECTURAL REVIEW BOARD:
Disapproved: Date: 2
BOT Approval Date: Case# : Chairman:
PB Approval Date: Case# Secretary: _
ZBA Approval Date: Case# 44
Other: 1
Application Fee: Permit Fees:A�J �(O. �U'
EXTERJOR BUILDING PERMIT APPLICATION
Application dated: 72111,6 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the
construction ofbuildi g strut res,additions,alterations or for a change in use,as per detailed statement described below.
1. JobAddress:13 Old Orchard Rd Rye Brook 10573
2. Parcel lD#: 135.27-1-4 Zone: R-15
3. Proposed Improvement(Describe in detail):
1st Floor interior renovations and alterations 620SF
New kitchen renovation with exterior window and door alterations at rear side of dwelling.
4. Property Owner: Ethan & Halei h Hoch
Address: 13 Old Orchard Rd Rye Brook 10573
Phone# 516-659-2306 Cell# e-mail Ethan.Hoch gmail.com
List All Other Properties Owned in Rye Brook:
Applicant: John Scavelli, PE
Address: 2875 Route 35 Katonah NY 10536
Phone# 914-487-7580 Cell# e-mail JohnC@resreal.eom
Architect:
Address:
Phone# Cell# e-mail
Engineer. John Scavelli, PE
Address: 2875 Route 35 Katonah NY 10536
Phone# 914-487-75$0 cell# e-mail John@resreal.com
General Contractors _17,e-Ss Celanj4elO
Address: _A)Y /0Sl0
Phone# Cell# e-mail
(l)
6/I/2024
5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction:1-FAM Post-construction: I-FAM
6. Area of lot: Square feet: 16765 Acres: 0•39
7, Dimensions from proposed building or structure to lot lines: front yard: 34.5 rear yard: 53.4
right side yard. 12.3 left side yard: 19.4 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: 0 v fl: 2390 2"d fl: 838 3`d fl: 0
10. Total Square Footage of the proposed new construction: 0
11. For additions,total square footage added:Basement: N/A 15t fl: N/A 2nd fl: N/A 3 d fl: N/A
12. Total Square Footage of the proposed renovation to the existing structure: 620
13. N.Y. State Construction Classification: 5B N.Y. State Use Classification: RESIDENTIAL
14. Number of stories: 2 Overall Height: N/A Median Height: N/A
15, Basement to be full,or partial: N/A , finished or unfinished: UNFINISHED
16, What material is the exterior finish: SHAKE SIDING
17. Roof style;peaked,hip,mansard,shed,etc: GABLE Roofing material: ASPHALT SHINGLE
18. What system of heating: FORCED AIR
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,ANSI.System,FM-200 System,Type I Hood,etc...) Yes: No: X
(if yes, applicant mustsubmit 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 (if yes,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
(if yes, 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
(f yes, 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
(if yes,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 II: TIER III: (if yes,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: S, /p 2 000-- Note: The estimated cost
shall include all site improvements, labor,material,scaffolding,fie d equipment,professional fees,including any material and labor which
may he donated gratis.If the final cost exceeds the estimated cost,an additional fee will be requiredprior to issuance of the CIO.
30. Estimated date of completion: 8/1 1 Zoa-
(2)
6/1/2024
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KING STREET RYE BROOK,NY 10573
(914)939-0668
RESIDENTIAL LOT AREA COVERAGE
Address: 13 Old Orchard Rd Section: 135.27-1-4 Block: Lot:
PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS
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% 3.5% 4%
15,000 3.5% 0
5.5% 0
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%
R-2F 5,000 30% 5% 3.5%
Existing: Proposed:
1. AREA OF LOT 16765 Sq. Ft. 16765 Sq. Ft.
2. AREA OF HOUSE
a. Coverage of Main Building
2584 2584
(Including Attached Garage or Accessory Building) Sq. Ft. Sq. Ft.
b. Area of 1"Floor Divided By Area of Lot x 100 15.2 % 15.2
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 960 Sq. Ft. 960 Sq. Ft.
a. Coverage of Deck
Area of Deck Divided By Area of Lot x 100 5`7 % 5'7
I attest to the best of my knowledge and belief,the above information is correct.
'_ jL.A
Are ect's Signature
(3)
611I2024
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KrNG STREET RYE BROOK,NY 10573
(914) 939-0668
IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS
Address: 13 Old Orchard Rd Section:135.27-1-4 Block: Lot: Zone:
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 l5
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-12 40
20,001 to 30,000 6,560 24
30,001 to 40,000 8,960 23 R-l0 45
40,001 &larger L 11,260 22 R-7 40
R-5 30
R2�F*"Base Lot Area" is the minimum end of the lot size 30
range in the"Lot Area" column
Area of lot: 16765 s .ft. Existing Allowed Proposed
Total impervious coverage = 4709 S .ft. 5560 S . ft. 4709 S .ft.
Front impervious coverage = 5.7 % 35 % 5.7
I attest to the best of my knowledge and belief,the above information is correct.
_ qo�La*,LA
Arc itect's Signature
(`t)
6 rt/2024
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KCNG STREET RYE BROOK,NY 10573
(914)939-0668
BULK REGULATIONS IN RESIDENTIAL DISTRICTS
Address: 13 Old Orchard Rd Section: 135.27-1-4 Block: Lot:
MAXIMUM GROSS FLOOR AREA
USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area—21,780) x 0.11478421 ]:
a. Allowed = 3424 Sq. Feet
b. Existing = 3228 Sq. Feet
c. Proposed = 3228 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 Vill of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings.
FILL IN YOUR RATIOS:
ZONE EX/STUNG PROPOSED REOU/RED
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
RL20 SIDE: SIDE: SIDE: 1.60
FRONT: 34.5 FRONT: 34.5 FRONT: .60
R-f5 SIDE: i 2.a SIDE: 12.3 SIDE: 1.60
FRONT: FRONT: FRONT: .80
RLISA SIDE: SIDE: SIDE: 2.40
FRONT: FRONT: FRONT: .69
R f2 SIDE: 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
/PS SIDE: SIDE: SIDE: 4.00
FRONT: FRONT: FRONT: 1.20
R,2F SIDE: SIDE: SIDE: 4.00
1 att t the my wledge and belief, the above information is correct.
Arc ' ect's Signature (5)
6/1/2024
BUILD.INC DEPARTMENT FMAR
�� E
VId'AGE OF RYE BROOK.
938 KING STREET RYE BROOK, NY 10573 2025
(914)939-0668
www.ryela rook n :�ov VILLAGE OF f2`l; BROOK
BUILDING DEPARTMENT
AFFIDAVIT OF COMPLIANCE
VILLAGE CODE §21 F • 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:
c ,residing at, /3 ON o✓r q,rd
n:an2�1 1tldi.:;—here you !
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;
13 did Orchard Rd Rye Brook NY 10573 , Rye Brook, NY.
(Job Address)
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 ana v inage Codes.
(Signature of Prol)Cn ht iIC )!
(Prini Nanic of Propert� 0%%ncr(s))
Sworn to before me this
day of n 0 h , 20
A(Notar) ub
GREGORY M.RIVERA
Notary Public,State of New York
No.01 RI6441398 (6)
Qualified In Westchester County 6/1/2024
Commission Expires September 26,201
This form 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.
Notice of Utilization of Truss Type, Pre-Engineered Wood,
or Timber Frame Construction. (Title 19 fart 1264& 1265 NN'CRR)
To: The Building Inspector of the Village of Rye Brook.
From: la I ) I)i I r
Subject Property: 13 Uia Urenara Ha Hye EirooK 1Ub13 SBI..,: 13;�4 Zone: Alf
Please take notice that the subject;XOne or Two Family; ❑ Commercial,
❑ New Structure
rz t,�r�ifinn to nn Fv,c1-,nrt L'te�lnYnra
Rehabilitation to an Existing Structure
V
IE
to be constructed or performed at the subject property will utilize; D
❑ Truss Type Construction(TT) [MAR 31 2025
�lV-L11�,lllVVIVU \1 VVU\.VIIJLL LLVIl VII`1',1
)aimber Construction(TC) VILLAGE OF RYE BROOK
BUILDING DEPARTMENT
in the following location(s);.
Floor Framing, including Girders& Beams(F)
❑ Roof Framing(R)
❑ Floor Framing and Roof Framing(FR)
Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or
building utilizing truss type, pre-engineered wood, or timber construction must be posted with a
Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings,
and NYCRR§1265 for One&Two Family Dwellings.
Sworn to before me this QL Sworn to before me this h
day of /A t�n��,20 day of � 20 a
7� `- U t
Signature of Property Owner — nature of"Design rofessional
�'I e ; to 14 o John Scavelli, PE
Prin Tame of Property O er Print Name of Design Profession
Notary is Notary Public
GREGORY M.RNERA
Netary Public,State of New York STEPHANIE A SCAYELL]2023
No.01RIG441398 Notary Public•State of Ne
Qualified to Westchester County o No.oiscoo292 5s
Commission Expires September 26,20a i/ Qualified in Westchester C
My Commission Expires Sep
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.
CTATF OF NFW VC)RK COI TNTV C)F WFCTCT-rFCTFR 1 nc
John Scavelli, PE ,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
Engineer for the legal owner and is duly authorized to snake and file this
application.
(indicate architect,contractor,agent.attorney,etc.)
That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, of
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
—A +h.,++_ +h-1—+ _f11,�n/ha+ l,, ..,.la.l.o+lk-,- f'.l—; rr U;k;+b i
groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property.
Sworn to before me this ,(1. Sworn to before me this oz�
day of , 2q day of �"� 20 aS�
Signature of Property Wvner n
ature oC Apptic u
I A k { Al � i c Donn -)caveiii, t't_
Print lName of Property Owner Print Name of Applicant
�rui.uv i u� ivvwuy iuuu�
GREGORY OL RI M
Netts Public,StOo of New York ad
No.01 RIfi441398 STEPHANIE A SCAVELLi
Notary Public•State of New York
Qualified to Westchester County t}� Qualified . ISCOWest0ester County Commission Expires September 26,2004 My Commisstan Expires Sep 26, 029
0/I/202a
` I I ��-� I G N --_.1�- S
--- R -�-- E __ i'- S--._-�1 R E -- A � L E S_i D I -_--___-� - -- -- --
t�
KITCHEN RENOVATION & ALTERATIONS PERMIT P S FOR: _
o�
Cq RESREAL DESIGNS
13 Old Orchard Road, Rye Brook, NY 10573 Architecture L Engineering Services
Vat Homes
TIlLDING _ DF.AND FFFRFNCF STANDARDS: rwF.N1FRAT,,N0TESa
C'ONSTRi1CTION NO .S: DF.MO.iTION OTF
THE 2020 RESIDENTIAL CODE OF NEW PORK STATE,AS ADOPTED AND 1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE BUILDING SITE 1. INFORMATION SHOWN ON THESE DRAWINGS IS FOR DESIGN INTENT ONLY.VERIFY 1.DEMOLITION SHALL BE PERFORMED IN A SAFE AND ORDERLY.MANOR AND IS Se www.Re3Rea.COITl
MODIFIED BY THE LOCAL JURISDICTION SHALL GOVERN THE DESIGN BEFORE COMMENCEMENT OF WORK EXISTNG CONDITIONS AND DIMENSIONS IN THE FIEL N
D.COORDINATE RESPONSIBILITY OF CONTRACTOR TO ENSURE SAFE WORKING CONDITIONS. (914)-330-7712
2. ALL DIMENSIONS ARE TO ROUGH FRAMING DISCREPANCIES WITH DESIGN PROFESSIONAL. 2.PRIOR TO ANY DEMOLITION THE JOBSITE SHALL BE VISITED BE DEMIOLITION
AND CONSTRUCTION OF THIS PROJECT.REFERENCE TO A SPECIFIC 3, CONTRACTOR SHALL RECEIVE,STORE AND PROTECT ALL.11tATERIAL.S 2. PROVIDE PROOF OF WORI�LAN'S COMPENSATION INSURANCE AND DISABILITY CONTRACTOR TO EXAM4INE THE EXTENTS OF DEMOLITION.ANY AREAS OF DEMOLITION 2875 Route 35
SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR FROM DEIIVERED TO THIS SITE FROM WEATHER AND DAMAGE. INSURANCE COVERAGE AS REQUIRED BY THE LOCAL LAW NOT DESCRIBED UNDER THIS DRAWING PACKAGE SHALL BE VERIFIED BY OWNER AND Katonah,NY 10536
COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS. 4. CONTRACTOR SHALL INSTALL ALL MATERIALS IN ACCORDANCE WITH THE 3. ALL WORD SHALL BE CONSTRUCTED AND INSTALLED IN A PLUMB,LEVEL,SQUARE, DESIGN PROFESSIONAL PRIOR TO ANY ADDITIONAL DEMOLITION.
THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS MANUFACTURER'S SPECIFICATIONS. TRUE AND PROPER ALIGNMENT3.AIL BUILDING MATERIAL AND DEBRIS SHALL.BE REMOVED FROM SITE iI�AN ORDERLY EN
SFLALL BE USED.EXISTING BUILDING SHALL COMPLY WITH[NY] 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE CLEANUP ON A DAILY 4. ALL MATERIALS AND ASSEMBLIES TO HAVE AFIRE RESISTANCE RATING SHALL AND TIMELY FASI LION. PROPERTY TNFORMIATION:
BASIS. COMPLY WITH NFBU"FIRE RESISTANCE RATINGS"AND HAVE BEEN TESTED IN 4.EXCESSIVE QUANTITIES OF DEBRIS SH.AU NOT BE PILED TOGETHER INSIDE THE PREPARED BY PIS ENGINEERING SER\'ICES,PC
APPENDIX J FOR EXISTING BUILDINGS AND STRUCTURES.
2 6. THE CONTRACTOR SHALL MAINTAIN A SET OF APPROVED PLANTS AT THE ACCORDANCE WITH AST NI"STANDARDS METHODS OF FIRE TESTS" STRICTURE OR ON THE.SURROUNDING PREMISES. PROJECT LOCATION:13 OLD ORCEARD ROAD
CONSTRUCTION SITE IN A SAFE PLACE FOR RE\'Ih\iG 81'THE MUNICIPALITY 5. WHERE PIPES OR CABLES PENETILILTE WALL.OR FLOOR OPENINGS PROVIDE FIRE STOP 5.ALL DEMOLITION WORK SHALL CONFORM TO THE CURRENT LOCAL CODES. PROJECT TOWN:Rl'E BRUUI:
DE-1AIT S SCOPE OF WORK DESCRIPTION BUILDING INSPECTOR DURING CONSTRUCTION. MATERIAL AS REQUIRED TO ENSURE CONTINUITY OF RATING PER LOCAL LAW. 6.PRIOR TO ANY DEMOLITION OF BUILDING SERVICES,THE PROPER UTILITIES SHOULD BE !BUILDING DEPARTMENT-RYE BROOK
i - % : T 6. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A SAFE BEARING CAPACITY DISCONNECTED COORDINATE WITH LOCAL UTILITY PROVIDERS AS REQUIRED. PROPERTY Y S IDENTIFICATION-.A INILL t 35.27-t-4
EXISTING SINGLE FtL'ViII..�RESIDENCE-LEVEL 2 ALTERATION PERMIT 7, ALL WORK SHALL BE DONE IN CONI~ORiti[ANCE V►ITF!THE PLANS AND OCCUPANCY SINGLE FAMLL[.Y D\TG'ELI.ING
PLANS
SPECIFICATIONS. OF 2000 PSF. 7.ALL ELECTRICAL WORD SHALL BE COMPLETED UNDER THE SUPERVISION OF A LICENSED ZONING CODE:
SCOPE: 8. CONTRACTOR SHALL.NOT SCALE DRAWINGS. 7. ALL CONCRETE WORK SHALL CON FORM TO THE ACI BUILDING CODE REQUIREMENTS ELECTRICAL.CONTRACTOR
1.KITCHEN RENOVATION FOR THE EXISTING SINGLE FAMILY ALL
USE GIVEN DIMENSIONS.CHECK DETAILS FOR APPROPRL-kTE LOCATION OF FOR STRUCTURAL CONCRETE. 8.ALL PLUMBING WORK SHALL BE COMPLETED UNDER THE SUPERVISION OF A LICENSED
rU.L.ITEMS NOT DINfENSIONED. 8. ALL REINFORCEII4ENT ROAR SHALL BE MADE OF STEEL CONFORMING TO ASTM A615, PLUMBING CONTRACTOR. To ORDER HARDCOPY
DWELLING. 10. ALL.CONSTRUCTIONS IS SUBJECT TO INSPECTION BY THE BUILDING GRADE 60. 9.ALL SURFACES DAMAGED DURING THE DEMOLITION PROCESS SHALL BE REPAIRED AS SCAN BELL CODE
OW:
2.INTERIOR ALTERATIONS OFFICIAL THE CONTRACTOR SHALL COORDINATE ALL REQUIRED 9. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. NECESSARY.
IAA,SIFIS'-ATION OF WORK_ALTERATION LEVEL.2 INSPECTION WITH BUILDING OFFICIAL.AND DOCUMENT FOR REVIEW AN 10. INSTALL ALL\VINDOW'S,DOORS AND ALL OTHER LQUTPMEN T AS PER Iowa
THE WORK PERFORMED ON THE EXISTING SINGLE FAMILY INSPECTION REPORT. MANUFACTURERS'SPECIFICATIONS. 'TEMPORARY SHO IN.PRO -DU E NOTES:3 RESIDENTIAL DWELLING SHALLBE CLASSIFIED AS AN 11. DISCREPANCIES FOUND BY THE CONTRACTOR BETWEEN FIELD 11. PAINTING OR INTERIOR FINISH SHALL BE DONE UNDER CONDITIONS ACCEPTABLETO 1.TE.MP()RARY SHORING SHALL BE PR()\SIDED Fc)R REAi()V.�I.()F L()AD BEARING ai'ALLS.2(AJ301.5) WHICH INiCLUDES THE TO
CONDITIONS,NOTES,CONTR\CT DRAWINGS,SPECIFICATIONS,A_NiD/OR THE MANUFACTURERS SPECIFICATIONS. 2.SHORING SHALL CONSISTS OF 2x4 LUMBER.AND SHORING SHALI.BEAR DIRECTLY ON
ALTERATION-LEVELRECONFIGURATION 2 SPACES AS DEFINED IN THE H'ORK REFERENCE STANDARDS,THE ENGINEER SHALL DETERIMLIINT WHICH SHALL 12. ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED SOLID GROUND.
DESCRIPTION.THE USE CLASSIFICATION SHALL BE RFSLDEI�TI,AL GOVERN.DISCREPANCIES SNAILBE BROUGHT TO THE ATTENTION OF THE ]3. THE CONTRACTOR SHALL PROTECT ALL ITEMS TO BF RELOCATED.AllNTYITEMS 3. EXISTING SUPPORT COLUMNS SHALL NOT BE REMOVED UNTIL ALL TEMPORARY
ENGINEER BEFORE PROCEEDING WITH THE WORK. REQUIRED TO BE RELOCATED WHICH ARE DAMAGE BY THE CONTRACTORS SHORING HAS BEEN PROPERLY INSTALLED.
GROUP R3 WITH CONSTRUCTION TYPE V.EXISTING BUILDINGS OPERATION SHALL BE REPLACED AT THEIR EXPENSE. 4. CONTRACTOR SHALL BE RE.SPONSIBIX FOR M�LEANS AND METHODS OF CONSTRUCTION
SHALL COMPLY WITH P Aj APPENDIX J FOR EXISTING BUILDINGS ENERGY CONSERVATION CODE 14. ALL EXISTING FLOORS REVEALED FROM DEMOLITION OF EXISTING PARTITIONS AND JOB RELATED SAFETY STANDARDS.CONTRACTOR SHALT,BE AWARE AND
AND STRUCTURES. 1. 2020 RESIDENTIAL CODE CHAPTER 11 SECTION N1101 GENERAL AND SHALL BE PATCHED TO PROVIDE ADEQUATE SURFACE FOR NEW FLOORING. RESPONSIBLE FOR STABILITY OF STRUCTURE AT ALL TIMES DURING CONSTRUCTION. I DBAWINCT LIST
VC Cy I Tide
[NYj SECTION AJ104 ENERGY EFFICIENCY. 15. ALL PARTITIONS PARTIALLY DEMOLISHED SHALL BE PATCHED AND REFURBISHED TO ` i G 01 GFN EIL LNOTES SH. I
a.STATE.,CLIMATE ZONES BY COUNTY(TABLE NA 101.4) MATCH EXISTING. iITMRER NOT.S: l2 G-102 GLNERAL NOTES 5HEI.T 2
i b.CLIMATE ZONE INSULATION AND FENESTRATION BY COMPONENT(TABLE 16. ALL PLUMBING,ELECTRICAL OR OTHER EXISTING UTU ITIES SERVICE ITEMS TO BE 1.AJL NOi41INAL.STRUCTURAILY GRADED LUMBER SHAIJ_BE DOUGLAS FIR NO,2,E-1,600,000 PSI I 1 G-103 (: ERAL NOTIS SCHEDULES
N 1102.1(1)) RELOCATED SHALL HAVE CAPS,FACE PLATES,ETC.TO MATCH EXISTING. OR AN APPROVED EQUIVALENT. 4 q 101 FLOOR PLANS
q 17. "AREA OF NO WORK"DELINEATES ARCHITECTURAL WORK.IT DOES NOT EXCLUDE 2.LVL MEMBERS SHALL.BE.MFICRO-LAMi LVL'AS MANUFACTURED BY TRUSS JOIST CORPORATION, a 1 L � O1N
ENERGY ST'ATEMFNT• \W � 1 D)_"1' SHEET1
I,JOHN M.SCAVELLI,CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THIS WORK THAT MAY BE REQL IRED FOR MLECHANICAI.,ELECTRICAL,PLUMBING;OR Fb=2,600 PSI,E=1,900,000 PSI OR AN APPROVED EQUIVALENT,U.N.O.
DRAWING PACKAGE IS PREPARED IN CONFORMANCE V LTH THE RESIDENTIAL OTHER TRADES. I PSL MEMBERS SHALL BE TARALLAMI PSI'AS MANUFACTURED BY TRUSS JOIST CORPORATION,
4 18. PARTITIONS SHOIX'N ALIGNED WITH BASE BUILDING STRLCTURE SHALL BE FLUSH Fb=2900 PSI,Fb=2900 PSI OR AN APPROVED EQUIVALENT.
CODE OF NEW YORI<STATE.CODE REQUIREMENTS FOR THE CLIMATE ZONE AND SMOOTH WITH BASE BUILDING UNLESS OTHERWISE NOTED. 4.FLUSH FRAMED WOOD CONNECTIONS SHAI.I,BE MADE WITH PREFABRICATED GALVAN[ZED
AND BUILDING TYPE LISTED BELOW 19. ALL DOORS SILALL AVE ANT UNDERCUT TO CLEAR FINISH FLOOR BY 1/21'.UINTESS STEEL HANGERS OF THE WIDTH AND DEPTH REQUIRED FOR THE SUPPORTED MEMBER.
CLINLAATE ZONE:ZONE(4)\WESTCHESTER OTHERWISE NOTED. HANGERS SHALL BE SECURED WITH THE QUANTITY AND TYPE OF FASTENERS
BLZLDIN G TYPE:1-FAMILY RESIDENTIAL R-VALUE CHART 20. CONTRACTOR SHALL BE RESPONSIBLE FOR'P EANS AND METHODS OF CONSTRUCTION RECOMMENDED BY THE MANUFACTURER.(APPLIES TO UWTING&NEW MMEMBERS)
AND JOB RELATED SAFETY STANDARDS.CONTRACTOR SHALL BE AWARE AND 5.BUILT-UP FRAMING MEMBERS SHALL HAVE ADJACENT PLIES NAILED TOGETHER\WITH\R0%VS
DESCRIPTION PROPOSED OF NAILS AT 12"O.C.LUMBER SHAM BE NAILED WIT14 ROWS OF 10D COMMON NA
ENERGY CONSERVATION CODE: RESPONSIBLE FOR STABII.ITY OF STRUCTURE AT ALL.TIMES DURING CONSTRUCTION.
DESIGN DATA:TABLE 301.1 CEILING 49 21. TEMPORARY SHORING SHALL BE PROVIDE PRIOR TO THE DEMOLITION OF LOAD HALLS PER ROW FOR 2x6 AND 2x8 AND(3)NAILS PER ROW FOR 2x10 AND 2x]2.LVL` 'A
CLIMATE ZONE:4 21 BEARING\WAL.LS. SHALL BE NAILED WITH ROWS OF 16D COMMON MON NAILS WITH(2)NAILS PER ROW F( N
CODE DFSIGN APPROACH:CHAPTER 4(TABLE 402,1.1) CE ' Pjrff�
W�'I' , SHALLOWER MEMBERS,(3)NAILS PER ROW'FOR 93'4 TO I I W DEPTH MEMBERS,
5 FE.NESTRA'TIt?N�U FACTOR:�Mr]_YIAI[.'bi U.32 Fi.()()R I9 22. EXISTING STRU(:T'C R,MI.E.L.F.MFiTTS SHALL REMAIN IA PLACE UNTIL Aix.TEMPORARY
GIS VIEW FEINF T FTION'FACTN-MA MUNI`.32 0.40 SHORING HAS BEEN PROPERLY INSTALLED. AND(4)MAILS PER ROW FOR 14'TO 16'DEPTH MEMBERS.U.N,O.
G HASF.NMF.NT WALL. 13 6. PROVIDE TWO STUDS AT EACH END OF ALL FLUSH FRAMED HEADERS AND BEA. S ' L WINDOW, -
Sh]11GHT,<0.3 CFDM PER SF ANY FYP0SRU rXTF.RI()R WAFJ S,l(x)ILS ADJAC FNTT0
SLIDING GLASS DOUR INFILTRATION:<0.3 CFNI PER SF ,NGC>vDTrtrrV)D apnc.Ei AND LrMIN(.%ADJA(LI.'T Tct SMOKE DETECTION AND NCMF J�TION NOTES: (140RE ARE INDICATED ON PLAN.PROVIDE A JACK STUD AND A KING STUD AT EACJ I F F�44
SCALE:NTS S�TNGING DO)O)RC AIRINFII7RATIO)N:<05 CFAt PERSF UNCO DMONEDSPALESStLALLHEUP111TEDWITH NEtr 1. EXISTING Dti�'t/ELLINGS UNDERCJOING DROPPED HEADERS AND BFAASS UNLESS LiORE ARF 1NDICATF.D ON PLAly. Tk.INSl LknoN REPAIR,ALTERATION CHANGE CIF OCCUPAN(Al 7. FLOOR AND ROOF OPENNGS SHAIJ_BE FRAM D WITH DOUBLEM4EMBERS,L'NI_ S
PROPOSED ANDERSEN LOW-E TYPE GLASS ADDITION OR RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMIS IN COMPLIANCE t tur3,�ans
�•~ \WITH LOCAL BUILDING CODE. OTHERWISE NOTED 1N PLAN.FLOOR JOISTS WHICH SUPPORT NON-LOAD BEARING PA T TTIO)NS, WHICH SPAN PARALLEL TO THE JOISTS SHALL BE DOUBLED AND BRIDGING SHALL.BE ROVIDED BROOK
. j Table R402,L2 2. ALL COMBINATION SMOKE AND CARBONS IAIOiNOXIDE ALAR:MLs SHALL BE LISTED I\ ;�T�1 ALAXI�IU�L SPACING OF 8'-0'O.C.IN ALL FLOOR FRAMING,. `, ''AGE i�
lnsulatlon and Fenestration Requirements by Component' .ACCORDANCE WITH L'L 217 AND INSTALLED IN ACCORDANCE WITH THE RESIDENTIAL CODE v��`�i��""
_ ctlmw Fcl■strattal SWI110 a Gland t■lwq wana nnar� ttow aa>»nlant sold traarl AND NFPA 72 PRI.SSURE8. ALL�TRED ppTOSED TO THE WEATHER OR IN CONTACT W LTH MASONRY SHALL E g ��;N 1 DEPARTMENT
/.• ><ate) u taecoi° u hctor° tenssiratlort a-valtn Frain. wain a- walk ill-Value spw 3. Ail.EXISTING S�1 OKE CU&HEAT DETECTORS SHALL_RENIALN1 IN EXISTING'L.UC ATIONS. {V
1. SNGV W&IPw R•valtte valutt R-value and watt 9. PLYWOOD SHAIJ.CONFORM TO THE U.S.DEPT.OF COMMERCE DOC PS 1 AsND BE
R-Va� R.Vwue DETECTORS SHALL BE TESTED TO ENSURE IN WORKING CONDITIONS AND INSTALLED AT GRADE TRADEIALMRK OF THE AMERICAN PLY\WO()D ASSOCIATION.PLYWOOD OD SHEATHING FOR SEAL&
6 4 4 0.27 0.so 0.4 49 21 int.or IS/20 301 IS119 10.4 it 15l19 ALL LOCATIONS AS LISTED BELOW FLOORS,ROOFS,&WALLS SHAH,BE OF THICKNESS INDICATED,EXPOSURE I.
20 m T 10. HEADERS AT EXTERIOR WALLS SHALL BE MINLMLUM(2)2x10,U.N.O. SIGNATURE:
1.IN EACH SLEEPING ROOM
y � 11. ALL WOOD PLACED N CONTACT\tiTT'H CONCRETE OR'MASONRY SH1V_I.BE PR.LSS[:RE To THE AF.ST OF MY it•Nn1\"LFiU(;F.,AFLTF.F AND
F„st;l f o,.�,.8„",� 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE L\C4i iEDIATE VICINITY OF BEDROO\LS. 'TREATED. PR PLANSI A 1L PECIF CATI OF THE UNDER.S N THE THE
4 a. :I fo t am m rnr+umi U ta[tors and SMGC are manmurns whore lrrsulsthrr K tatafted in a cavity that tt ins thin the label a desrgn . , r T T PLANS AND SPECIFICATIONS 1T1C1NS DrPlCCGl7 ON THESE
tt-va mt d rni insulation,the Installed S a Nit r of the lnwl Wt shag u not Ietttlran the R vacua specified t to the lama 3.ON FACE STORY OF THE DWELLING,INICLUDIN,G BASEMI;iNTS BUT NOT CRA\VI.SPACES AND 12. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF COMPLIANCE A TRUSS IDEi�TIFICATIO
DR���\+l1vGS ART-li\CcliliPIJA�ICr�tVITI{THt-�iAP1.1CA[Ilt.
b. hrt(b�Mrtsediata framlrtys}denotes standard framing 16Irc nes on center Headea shall be misdated with a minimum of R 10 rwlatton. UiNTNHABITABL.E ATTICS. SIGN SHALL BE FIXED AT THE ELEC[1tICAL METER BIOTIN G THAT THIS STRL'CTURE UTILIZES
PRCh'iSIClNS OF THE NI 1�1'ORI�STATE UMFt7R\i FIRE.
y i r C. Teb r nt vtara Is c>Mty&twtation second value is continuous irn+alatron tiurefore,as an exampte,'13,10'mearo R 13 avityirrwtatwn 4, ALARMS SHALL.BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF OIN`L• CONSTRUCTION.: PRENVMON 1ND BUTLDIN _ODE AND THE NEW
r d 4t�at a 20 s ontimsous
aiR�Ioccordartu wtifi Section tlatlQ.2.5 The second R•vatue apgtts when more than tmN the hrwtaL'on h wr tfro interior of the , TRUSS TYPE,PRE-ENGI V EERED WOOD AND/OR TIMBER CU?N STRL CTIt)N.SIGN SHALL Ai T-BE A 1 URI:5"TATC L'�L"ltGS'CUNSCRVATIUN CUNSTRUC`TIUN
ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT PERMANENT NON-FADING XVF_�WHER RESISTANT STICKER OR DECAL. CODE CI RRLNIIX IN EFFECT
r
mau tvalL
+ e ls/19 rmaa't R is ca minumis inw)rron on the htterwor estedw of the home w R•19 cavity,nu"tlon at the interior aft"basement wall
f R 10 contwom insulation shaft be provided under the NO slab area of a beefed tsb In addition to the required slab edge kd dwl"R value for FRAMING NOTES: FIRE B.O_IaN=NO .S: ...�
dabs xs inAcated to the table The stab ease inur:atron for heated%tabs shall not be required to extend below the uab. 1.ALL STRUCTURAL.PRODUCTS SHALL BE IDENTIFIED BY GRADE MARK OR CERTIFICATE OF I FIRE BLOCKING SHALL BE INSTALLED IN ACCORDANCE WITH R302.11
g At1't3rnathrdy,insulation sufficient to tut the framing Cavity and provielog not less ftr an R value of R 19
AERIAL VIEW h• �k uo"�'f�or rnk°nn eKwdn tRy sum Tho smoc column applies to*gWed hrxttration. INSPECTION ISSUED BY CERTIFYING AGENCY 2 FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL.AND HORIZONTAL.
7 2.FOR ALL OPENINGS NOT OTHERWISE,NOTED SCHEDULED OR DETAIL ON THE PLANS t
Ar CONCEALED DRr1FT OPENINGS AND TO FORM AN EI'FECTI\'E FIRE BARRIER BET\T('EEN,STORIES
SCALE:NTS HEADER SIZING SHALL FOLLOW THE SIZES LISTED ON HEADER TABLE. 3. FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCIATIONS: i �. 0. +. �-
F FCTRt.i.NOTES: 3.WOOD FR.ANING SHALL MAINTAIN 8"CLEARANCE ABOVE GRADE. 3.1. 1N CONCEALED SPACES OF STUD WAIL S AND PARTITIONS,IINCLUDLNG FURRED SPACES r- 4% • .,. -
1.THE GC SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND CODE COMPLIANCE OF THE 4.UNLESS OTHERWISE NOTED 2x4 COLLAR TIES SHALL BE INSTALLED AT THE TOP THIRD AND PAR.AJILT,ROWS OF STUDS AS FOIJ.OWS: •'
ELECTRICAL.SYSTEM. POINT OF EVERY OTHER ROOF RAFT-R.CUT ENDS TO FIT SLOPE AND NAIL TO ADJACENT - VERTICALLY AT THE CEILING AND FLOOR LEVELS .ti-1,
S]',1tfi() DESCRIP170N S]',\iliC) llESCRIP770N _ % 'ts� I
2.ALI.WORK TO BE PERFORMED UNDER SUPERVISION OF A LICEINTSED ELE-CTRIC:U. RAFTERS. HORIZONTALLY AT INTER\AIS NOT EXCEEDING 1U FEET �
EXIST INTERIOR WALL 0 D MAUST FAN
CONTRACTOR. 5.NOTCH RAFTERS'TO FIT EXTERIOR\WALL PLATES AND TOE N AIL OR USE METAL FRAMIING 3A. AT INTERCONNECTIONS BEINVEEN CONCEALED 1'ERTIC StL A1NSD HORIZOI`T TAL SPACE$ ��X.
`�q61
3.CONTIL'kCTOR TO OBTAIN ALL PERMITS REQUIRED TO COMPLETE WORK AN SCHEDULE ANCHORS. SUCH AS SOFFITS,DROP CEILINGS AND COVE CEILINGS. Ana'=5.�
EXST EXTERIOR WALL EXHUAST FAN Avp NECESSARY INSPECTIONS WITH LOCAL AUTHORITIES 6.ANY OPENINGS iN ROOF FRAMING SHALL HAVE 2-PLY RAFTERS TO FORM HEADERS AND 3.2. AT OPENINGS AROUND VENTS,PIPES,DUCTS CABLES AND W 1RES AT CEILING AND FLOOR
LIGHT
4.ELECTRICAL OUTLET PLACF.MEINT IS FOR LOCATION ONLY,COORDINATE INSTALLATION TRIMTHERS AROUND ROOF OPENING AND SUPPORT WITH METAL HANGERS\X HERE LEVEL,WITH AN APPROVED FIRE RESISTANT MATERIAL
E � NEB'ExTERIoR wM_L LIGHT FI)MAE WITH ALL TRADE WORD. REQUIRED 3.3. O)NE HALF INCH SHEE'TR()CK OR TAWO-INCH NOMINAL LUMBER SHALL BE USED FOR FIRE Jc THIN\1 sCAVfsI J.1 PE r.ICFNSF#ors l'a
WALL MOUNTEIDLIGHT 5.INSTALL ALL OUTLETS AT 15"AFY EXCEPT OTHERWISE NOTED,OR TO MATCH HEIGHTS OF 7.WHERE RAFTERS ABUT AT RIDGE,PLACE DIRECTLY OPPOSITE EACH OTHER AND NAIL TO BLOCKING MATERIAL..ADDITIONAL NIATi RIALS.NULY BE USED WHERE APPROVED UNDER J\tS ENGINEERING SERVICES,PC
8 NETS'INTERIOR WALL FIXTURE EXISTING OUTLETS WITHIN THE SAME SPACE. RIDGE TMEMBER. 1Li02.11.1
r- CONCRETE WALL REFRIGERATOR 6.ALL.FLOOR OUTLETS SHALL BE INSTALLED AS CLOSE TO THE DIMENSIONED LOCATIONS AS 8.HIP AND VALLEY RAFTERS SHALL BE 2-PLY AND MINIMUM 2"DEEPER THAN ADJACENT IT IS A VIOLATION OF STATE LAW FOR ANY PERSON
R °UTLLrr POSSIW-E,WITHIN A TOLERANCE OF 2'BUT NOT TO EXCEED PLACEMENT DISAIJ.OWED BY RAFTERS UNLESS SIZE NOTED OTHERWISE.BEVEL ENDS OF JACK RAFTERS FOR FULL INTRO iORFINISH NOTES: UNLFSS DIRFCI'FD BY A REGISTERED ARCHITECT
'S '•' GFCI OUTLET LOCAL CODE. BEARING AGAINST VAI1_l_`Y RAFTER OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM
BLOCK WALL
7.ELECTRICAL PANELS SHALL BE FULLY LABELED WITH CIRCUIT NUMBERS AND 1. ANY DA;IIAGED WALLSURFACES ARE TO BE PROVIDED W ITH NEW GYPSUM WALL BOARD IN ANY MCA].
INSTALLATION.REFER TO WALL DETAILS FOR ADDITIONAL INFORMATION.
BRICK EXST WALL OUTLET IDENTIFICATIONS FOR ALI.SPACES SERVED BY EACH CIRCUIT. LIGHT HT NTIi ATION AND H AT N.NOTES• 2. ALL WALL SURFACES ARE TO BE PAINTED WITH MLINIMUM ONE COAT OF PRIMMER AND PROJECT:
8.ALL NEW SWITCHES SHALL BE GANGED TOGETHER Vt HENEVER MORE THAN ONE SWITCH LIGHT,VENTILATION AND HEATING SHALL BE PROVIDED IN N ACCORDACE)tr'I'TH IwO
® 2 LR1'EEt ED INT WALL � DISH VASHERO3TLE'r OCCURS IN THE SAME LOCATION. RESIDENTIAL CODE R303. FINISH COATS.COLORS AS APPROVED BY OWNER 13 OLD ORCHARD ROAD
BASEMENT INSULATED , 9.ALL SWITCHES TO BE MOUNTED A T 48'AFF UNLESS OTHERWISE NOTED. 1.DWEDING UNIT SHALJ-BE PROVIDED WITH SUFFICIENT HEATING FACILITIES CAPABLE 3. ALL NEW INTERIOR AND EXTERIOR WALL OPENINGS TO BE PROVIDED WITH INTERIOR
WALLLAUNDRY HOOKUP 10.ALL WIRING SI•LALL BE PROVIDED AND INSTILLED PER NFPA 70 NATIONAL ELECTRICAL OF MAINTAINING 68OF(20°C)AT A POINT OF 3 FEET ABOVE THE FLOOR AND 2 FEET FROMi TRIM. RYE BROOK,NY 10573
BASEBOARD BEATER SMOKE DETECTOR CODE REQUIREMENTS. EXTERIOR WALLS IN ALL.HABITABLE ROONIS.. PROVIDE BASE,DOOR,WINDOW,AND CROWN MOLDINGS AS APPROVED BY OWNERS.ALL.TRIM
11.ELECTRICAL COMPONENTS,EQUIPMENT AND SYSTEMS SHALL BE CONSTRUCTED, 2.\XT-IERE GLAZING INSTALLATION IS NOT FFASIBLE,PERMLANEINTT ARTIFICL-kL LIGHT TO BE PREPPED AND PAINTED.. I -
9 DOOR TAG ® ELECTRICAL PANEL INSTAULD,AND MAINTAINED IN CONFORMANCE W/NFRA 70 NATIONAL ELECTRICAL SHALL BE PROVIDED CAPABLE OF PROVIDING 6 FOOTCANDLES OVER THE AREA OF THE 4. ALL FRAMING IN CONTACT V LTH CV1 f 161 ff(R L jj fft!WAL.L,BE DRAWING TITLE:
CODE. ROOM AT A HEIGHT OF 30 INCHES ABOVE FLOOR LEVEL.. PRESSURE ��1 '"
Q WDIDOW TAG - -- SHUT OFF VALVE 12.CONTRACTOR SI-LULL..FIXTURE SELECTIONS,S%X ITCHES.AND OUTLETS iLND GAIN OWNER 3.WHERE NATURAL.VENTILATION IS NOT FEASIBLE THROUGH WINDOW OPENINGS A TREATED TYPE LUMBER. i rc h Itectu ra �e View Board GENERA TJ NOTES
� \PATER METER) APPROVAL PRIOR TO INSTALLATIONS. MECHANICAL VENTILATION SYSTF_\1 CAPABLE OF 0.35 AIR CHANGES PER HOUR SHALL BE
CEILING FAN -"'`•'� SHUTOFF 13,ALL EQUIPMENT TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. INSTALLED.
PLUMBING 4.NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES Approval Date:. Z SHEET 1
111 O 11ST1fJCTIJRAL ELEMEN14 T GAS METER 1. PLUIWING COMPONENTS,EQUIPMENTS AND SYSTEMS SHALL BE INSTALLED AND MAINTAINED SHALL CONTAIN ONLY HIGH EFFICACY LAMPS IN COMPLIANCE WITH N1104.1(R404.1) i
WATER FILTER MECHANICAL N ACCORDANCE WITH THE PLUMBING CODE. T ' I l a r �'
2. THE CSC:SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND CODE COMPLIANCE OF G-101
C_- OILTAINK �} WATER HEATER TILE PLUMBING SYSTEM. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DESIGN LOADS-
3. ALL WORD TO BE PERFORMED UNDER SUPERVISION OF A LICENSED TRADE GROUND wrND sRr&-c FROST Iles HEATING FLOOD -- -
r. SNOW LOAD SPEED DESIGN WEATHERING DSirI•H TLRa11TE DELI` DEGREE DAYS U1REQ REQUIRED
1' HAZARD LrVE LOAD=40 PSF,DEAD LOAD=20 PSF,ROOF LIVE=20 PSF,
CONCRETE ELEMENT -0 ETHf R�'ET/CABLE PROFESSIONAL CONTRACTOR TO OBTAIN ALI.PERMITS REQUIRED TO COMPLETE CATF.cORY REQvIRED .�� NOTES:
10 WORK AND SCHEDULE NECESSARY INSPECTIONS WITH LOCAL AUTHORITIES \u,ni-R\7 F S„r,"T ROOF(S1�;QVI�=30 PSF,ALLO\WABLfi DEE�.ECI i0i+i=I./369
30 PSF lt5 MPH R SIA Iall. 12' NF 1\t Jt[)DNR.\Th D N6((JI.MATE YIS NO
NOTE:N(..Yr ALi.SNINKOLS LISTED MAY 14F USED UNDER THIS DRAXVIXG PACKAGE. ZONE 4) --`-^ --- -- -
-T _ E A L _7 D -_�E S �- I --- - G N' S
R � E i S �--�. R L_ - E _ A __ L -- J�_---D E - S - I -_� G �_ N -- - S -- -
ROOF AND FLASHiNG NOTES c ANI At.NnIMS:
1.ROOFING AND ROOF FLASHING SHALL BE INSTALLED 1N COMPLIANCE WITH mE _
1.THE H�AC SYSTEMS DFSIG\AND LNSTA LL.ATI0`T b,OR N[ODIFICATIONS TO R ES R EAL DESIGNS
SECTION R902 AND R903. SUCH SYSTEI•IS,SHALL MEET MEET OR EXCEED THE DESIGN CRITERIA AND
2.FLASHING SHALL BE INSTALI.FD IN A MANNER THAT PRFVF3NTS MOISTURE FROM QUALITY STANDARDS ESTABLISHED FOR THE BASF BUILDING
1 ENTERING THE WALL AND ROOF THROUGH JOINTS N COPINGS,THROUGH CONSTRUCTION. Architecture b Engineering Services
MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS 2.AT THE COMPLETION OF THE INSTrAI.LATION,TEST AND BALANCE ALL for NpmtS
,kND OTHER ROOF PENETRATIONS AS APPL.IC.ABI.E. CONTROLS AND SYSMA4S ACCORDING TO MANUFACTURER OR ASHRAE
3.FLASHING SHALL BE INSTALLED AT ALL WALL AND ROOF INTERSECTIONS STANDARDS,ANY DEFICIENCIES OR R-JCONSISTENCIES SHALL BE WWW.ReSRE�.COlCll1
WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRE(7110N AND AROUND CORRECTED,AND A BALANCING REPORT BY AN INDEPENDENT ACCREDITED (914)-330-7712
ROOF OPENINGS. TESTING FIRM SHALL BE SUBMITTED D.
4.FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY FROM WHERE THE 3.MECHANICAL.CONTRACTOR St t JI.BE RESPONSIBLE FOR HVAC SYSTEM 2875 Route 35
EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWAI_I.. PERFORMANCE AND CODE COMPLIANCE. Katonah,NY 10536
5.WHERE FLASHING 1S OF METAL,THE METAL SHALL BE CORROSION RESISTANT 4.THE MECHANICAL SUBCONTRACTOR SHALL PROVIDE SHOP DRAW Ni GS AND
WITH A THICK-NESS OF NOT LESS THAN.019 INCH. SUBMITTALS FOR ALL PURCHASED EQUIPMENT AND OFF SITE
6.ROOFS SHALL BE COVERED WITH MATERIALS AS SETFORTH IN SEC:TION R904 AND MANUFACTURED SYSTEM COMPONENTS TO THE OWNER PRIOR TO ORDERING, PROPERTY INFORMATION:
R905. FABRICATION OR INSTALLATION. PREPARED BY:DAIS ENGINEERING SERVICES,PC
7.CLASS A B OR C ROOFING SHALL BE INSTALL IN JURISDICTIONS DESIGNATED BY 5• THE OWNER SHALL_REVIEW I M
SUBMITTALS FOR GENERAL CONFORANC:E PROJECT LOCATION:13 OLD ORCHARD ROAD
2 , T()DESIGN CRITERIA AND AESTHETIC.CONSIDERATIONS C)NLY.THE GC SHALL, PROJECT TOWN:RYE BROOK
LAW AS REQUIRII`G'�THEIR USE OF WHERE THE EDGE OF THE ROOF IS LESS THAN 3
FEET FROM A LOT LINE. BERESPONSIBLE FOR THE OVERALL NIEP SYSTEM PERFORA'LANCE. BUILDING DEPARTMENT:RYE BROOK
8.CJ..ASS A B C ROOFING REQUIRED TO BE LISTED AND TESTED IN'ACCORDANCE 6. ALL MECHANICAL,ELECTRICAL,PLUMBING AND LIFE SAFETY DESIGN PROPERTY Y SINGLICA MIL t35.2 DWELLING
WITH UL 790 OR ASTME 108 AND INSTALLATION WORK.SHALL CONFORM TO APPLiC�ABLE INDUSTRY OCCUPANCY:SINGLE FAMILY DA1,'ELLING
STANDARDS AND SHALLA'BE IN COMPLIANCE TrH ALL FEDERAL,STATE AND ZONING CODE:
STF_M,NMMSb MUNICIPAL.REVIEW AND REGULATORY AGENCIES HAVING JURISDICTION.
1.STRUCTURAL STEEL SHALL BE PROWDED IN ACCORDANCE WrrH STANDARD AND TENSILE (REFERENCE HIGHEST STANDARD,LOWEST TOLERANCE), To ORDER HARDCOPY
YIELDING STRESS Fc AS N(YTED. 7. REFER TO MECHANICAL CONTRACTOR FOR ADDITIONAL AMECHANICAL SCAN QR CODE
2.ALL C:ONNEMOISS SHALL BE RICH STRENGTH BOLTED OR WELDED ALL BOLTED CONNFC_"DONS
TO HAVE A N1N2 LNIU\1 OF 2 BOLTS,BG)i TS SFIAL L CONFORAI T()ASTMA 325()R ASTJI A490.NUTS SHAI.1. PLANS,DETAILS,DIAGRAMS AND SPECIFICATIONS, BELOW:
CONFOR,II TO ASTM A563,DH ORASTM A194,2H.PROVIDED WASHERS CONFOR,VIING TO AS'TAiF436 AT 8. MECHANICAL APPLIANCES,i✓QUIPNI NIT AND SYSTEMS SHALL BE
EACH THREADED BOLT. CONSTRUCTED,INSTALLED,AND MAINTAINED IN CONFORMANCE VITH
3.BOLT HOLES IN STEEL MEMBERS WiTH THE EXC:EPIION OF BASE PLATES SHALL BF.1/16TH iNCH IN'TFRNATIONAL..MECHANICAL CODE. 91
r I
3 LARGER IN DIATNMrER TfI Anti TH 01E N IN AL SIZE OF THEBOLT USIA,LNI-E&S OTHERWISE NOTED. N
4.BOLT HOLES IN STEEL.BASE PLATES SHALL BE OF THE SIZE:MARKED ON DRAWINGS.PRON'IDED NAIIff NG SCHIRMIJI F:
WELDED PLATE WASHERS MINI)AUM 3/8"THICK 1.JOIST TO SILL.OR GIRDER-(3)8D
5.AINCHOR BOLTS SHAI.1_BE ROUND BAR STOCK,THREADED CONFORMING TY)ASTMF1554.ANCHOR 2 BRIDGING TO JOIST,TOE NAIL EACH END-(2)$D ■
BOLTS SHALL BE SG'PPLIED ACTTH CORFMSPONDING NUTS AND\V'A.SHER.S D •
6.WELDING NLATERIAIS SHALL CONFORA!TO AWD D1.1.ELECTRODES SHALL HAVE.A A•IINTMUM 3.LEDGER STRIP-THREE I MAT EACH JOIST
TENSILE STRENGTH OF 70 KSI AND BE LOW HYDROGEN TYPE. 4.SUB-FLOORING,SIX INCHES WIDE OR LESS TO EACH JOIST FACE.NAIL-(2)8D
_ 7.A'C'FJ.D T.RNGTHS C.MI PLANS ARE THE NET EFFECTIVE LENGTHS REQUIRED.FCIJ.BEARING SHALJ,BE 5.SOLE PLATE TO JOIST OR BLOCKING,FACENALI.-16D KF 16"U.0 -DRA\MG LIST
ACHIEVED BET%TSEN WELDING FIX EN"I'S PRIOR TO WELD. 6.TOP PLATE TO STUD,END NAIL-(2)16D
Illide
A.CONTRACTOR SHU I PROVIDE ALL NECESSARY TEMPOPARY BRACING AND MAINTAIN SAFE AND 7.STUD TO SOLE PLATE,TOE NAIL-(4 8D OR 3 16D C
CORRECT ALIGNMENT OF ELEMENTS.CONTRACTOR SHALL BE RESPONSIBLE FOR SIGHT SAFETY AT ) () G•0 GENERAL t\ 'HEFT 1
vJ_TrMFs. 8.DOUBLE STUDS,FACFNAIL-10D AT 16"O.C.
9.DOUBLE TOP PLATES,FACFNAIL 10D AT i G"O.C. 2 G-10 .N.ER NOTE
3 C;-03 CAE:ERAL�1(7rCS SCHEDL:L
10.TOP.PLATES,LAP AND INTERSECTIONS,FACENALL-(2)10D a A-101 EL P s
A-0 ELIAATIONS
4 1 TIED FLOORING;TO BE CFRAMIC:TILE,OR APPROVED EQUAL 11.ROOF RAFTERS TO RIDGE,VALLEYS OR HIP RAFTERS,TOE NAIL(3)16 16 1 D-101 I D"T IS SHEET I
2 BATHROOM CEII INGS AND WALLS>48"ABOVE FINISHED FLOORS SHALL BE FACE NAIL THREE 16D
MOISTURE-RESISTANT 1/2"GYPSUM BOARD WITH.LEVEL 4 FINISH.ALL FINAL PAINT 12. RIM JOIST TO TOP PLATE,TOE NAIL 8D AT 6"O.C.
COLORS SHALL BE APPROVED BY OWNER. 13. CONTINUOUS.HEADER,16D AT 16"O.C.
3.KITCHEN`FLOORING TO BE WOOD FLOORING TO MATCH EXISTING OAK WOOD 14. CEILINGS JOISTS TO PLATE,TOENAIL-(3)16D
FLOORS.FINISH AND COLOR TO MATCH EXISTING.PROVIDE STC_50 PADDED 15. CONTINUOUS HEAD TO STUD,TOENAIL,-(4)8D
U`N D E RL AYMEN.I WHERE NEW FLOORING I REQUI RIM TO BF..INSTALLED. 16. CEILING JOISTS,LAPS OVER PARTITIONS,FACENALL-(3)1OD
4. ANY NFIIJ_WAIL CONSTRUCTION OR DAMAGED WAIJS DURING CONSTRUCTION 17. CEILING JOISTS TO PARALLEL RAFTERS,FACENAIL-(3)IOD
SHALL,BE PREPPED AND FINISHED To MATCH EXISTING.EXISTING PLASTER OR 18. RAFTER TO PLATE,TOENAIL-(3)16D
GYPSUM BOARD SHALL BE PREPPED AND PREPARED FOR FINISH COAT OF PAINT. 19. BRACE ONE INCH TO EACH STUD AND PLATE,FACFNAIL-(3)8D
5. ALL NEW 1/2"GYPSUM BOARD USED SHALL BE PREPPED WITH LEVEL 4 FINISH 20. SHEATHING AND SUB-FLOORING,1 INCH BY UP TO 8 INCH,EACH
PRIOR TO PAINTING. BEARING FACE-NAIL-(3)8D
6. ALL BASEBOARD AND DOOR 1A10LDINGS AND CASINGS SHALL BE WOOD AND 21. SHEATHING AND SUB-FLOORING,WIDER THAN ONE INCH B MORE
5 SHAI.J.MATCH EXISTING BASEBOARD AND DOOR CASING STYLE AND SIZE.ALL NEW
CASINGS AND MOULDINGS SHALL BE PAINTED WITH SEcW-GLOSS PAINT COLOR AS THAN BINCH EACH BEARING FACFNAIL(16
APPROVED BY OAOWNER22. BUILT-UP CORNIER 1G"O
ER STUDS-16(D)AT .C.
23. BUILT-UP GIRDERS AND BEAMS-10D,NAIL EACH 2"LUMBER LAYER AT
7' PROVIDE NEW W 1/2"OAK SADDLES AtTTH 1/4"BEVEL AT FLOOR TRANSITIONS AT 24"O.C.ALONG EACH EDGE AND STAGGERED �c{L� N011_5:_-�_-
NEW DOORWAY OPENINGS.SADDLES SHALL BE STAINED AND FINISHED TO MATCH
EXISTING FLOORING. 24. COLLAR TIES TO RAFTERS FACE NAIL(4)SD
u ua.
EXTERIOR SIDING F.NOVATIONS: GiAZIN.NOTFS:
1.MATCH NEW SIDING WITH EXISTING AX'ITH LIKE KIND AND COLOR.INSTALL IN 1. GLAZING INSTALLED IN HAZARD LOCATIONS AS DEFINED BY
ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. SECTION'R308.4 SHALL BE PROVIDED WITH A MA_N_LLFAC:TURER'S
2.ALL COLORS AND FINISHES SHALL BE MOCKED UP AND APPROVED BY OA&'NER DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION,
PRIOR TO INSTAILATION. DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING; -
6 STANDARD WITH WHICH IT COMPLIES,WHICH IS VISIBLE IN FINAL SEAL&
LIGHTING.REQUIREMENTS INSTALLATION.THE DESIGNATION SHALL BE ACID,ETCHED,SAND SIGNATURE:
1.LIGHTING SHALL BE INSTALLED IN COMPLIANNCE WITH THE ENERGY BLASTED,CERAMIC FIRED,LASER ETCHED,EMBOSSED OR BE A TYPE TO THr_BEST OF\(Y KNOW'I_FDG F 0EUF.F AND
CONSERVATION CODE. OF THAT ONCE APPLIED CAS\TOT BE REMOVED WITHOUT BEING PROFESSIONAL JUDGMENT OF THE UNDEMIGNEQ THE
2.RECESSED LUmR\1ARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE DESTROYED. PLANS AND ARE
SPECIFICATIONS AN WITIf(TH ON THESE
DRAWINGS AAN IN COMMPJ JAi�1Ch\V[T((TI(1:.1P1'1JCAH1 J:
SHALL.BE SEALED To I:IAMIT AIR LEAKAGE BETWEEN CONDITIONED AND FROV(S[C)A'S OF THE Nt:\F YORK STATE UNIFORM FiRF
UNCONDITIONED SPACES
3.ALL RECESSED IJJMLNARI ES SHALL BE IC-RATED tAl'VD LABELED AS HAVING AN PRK STA713 rN AND BUILDING CODE.\O ST C W
YURIC STAT(3 GWT.RG1"CONSERVATION CONSTRUCTION
CODA:CURRENTJ.Y JN EFFECT.
AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM WHEN TESTED IN ACCORDANCE
WITH ASTM F.283 AT A 1.57 PSF PRESSURE DIFFERENTIAL
4.ALJ.RECESSED 1 UMINARIES SHAIJ_BE SEALED WITH A GASKET OR CAUJ.K
BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. Y
�1 C)I'N�'
5.NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED.LIGHTING
7 FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS.
6.RECESSED'LIGHT FI3.'TURES INSTALLED IN THE BUD..DLNG THERMAL �
ILE COP
ENVELOPE SHALL BE SEALED TO THE DRYWALL. �
ENGINEERED WOOD CONSTRUCTION NOTES:
COMPLIANCE,A BUSS 09 {~
PRIOR TO THE 1,SSUANC E OF A C ER I'IFICATE OF T �95
IDENTIFICATION.SIGN(AS SHOZXN SHAIJ,BE FIXED AT'THE EL_F_C IRICAL METER
.., 'Gi ccC
STATING THAT THIS PROPERTY'S STRU(:TURE UTILIZES TRUSS,TYPE,PRE-
ENGINEERED WOOD AND OR TIMBER CONSTRUCTION.SIGN SHAU.L BE
PERMANENT,NON-FADING,WEATHER RESISTANT STICitER OR DECAL JOHN Ai*.SCAVFTLI PE L ICENSF#0951"8
JIMS ENGINEERING SERVICES,PC
8 6'OUHLIiTpi�'^'It
it '� IT IS A VIOLATION OF STATE LAW FOR ANY PERSON
/10 j UNLESS DIRFCTED BY A REC:tSTFRED ARC 4ITEC T
�'� v/ OR PROFESSIONAL ENGti
rwrp•.s
�� I'vE
PERMIT# IN ER TO ALTER THI 1 .:i
ANY WAY.
SBU , PROJECT:
13 OLD ORCHARD ROAD
DATE A R VED RYE BROOK,NY 10573
X 12625�.r
Ma LE
9 DRAWING TITLE:
c1r.Xc.t&_W d-
�•to412srO.� G<WMMTEW"TQRSTRUCT4t�l
TpllLin/EC011STRUCTIOM BUILDING INSPECTOR,,Villa Rye�3roo , GENERAL NOTES
r°fR�f100!41/0 p00f fRfRiRG _ '�
G-102
NOTES:
10
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` I,B:y a �'� ` t\� � �t:'5T'.R R.1TIt , TC)THi?BEST C)F�fY 1ChOlY'LFDC:F RELIEF AND
PROFESSIONAL)LOGMENT OFTHE UNDERSIGNED•THE
[:Losi_'I I y, I I I - PLANS AND SPEC:INCATIONS DLPICIED ON THCSC
DE OFj U Lw 1(<IVI I
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(,I QS;'I B • :. " I q F 13 OLD ORCHARD ROAD
. - ---------- IL IKA\LR ?'.3
_ .._ — ,3,y, RYE BROOK,NY 10573
- 13'-.7" C)-(1'• N-" `,•fin- lt•I�r _
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PROPOSED PARTIAL ROOF PLAN FLOOR PLANS
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HEET 1
A-101
PROPOSED 1ST FLOOR PLAN - _ _
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SCALE:1/4"=1'-0"
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ASSNNIBLY AS REQUIREA AND R ES R EA L DESIGNS
MATCH EXISTING ROOF FINLSH.
Architecture t Engineering Services
1
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www.ResReal.com
(914)-330-7712
2875 Route 35
Katonah,N`TY 10536
_-
YROPERTI'iNFOR,ZiATTON:
PREPARED BY:J�LS F�NGINEERNG SERUCES,PC
PROJECT LOCAMN:13 OLD ORCHARD ROAD
a RUnD G DEP
:RYE BROOK
2 AR'C`tENT:WE BROOD
• �' PROPERTY IDENTIFICATION:I.. --
:� oCCUPANCY:SINGLE FAMILYD%VELLING
ZONING CODE:
EXIS'I'1NG SLIDING
DOORS/\VfNDLA — ,
.LSSFMBl Y TO BF
' TO ORDER HARI)COP'Y
DEMCIUSHED
{ SCAN CODE
BELOW:
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2 G-1 2 G 'L N hS hT 2
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4 0 RP S
S \-201 ELEVATIONS
(ID-01 DETAILS SHEET I
4
EXISTING REAR ELEVATION
E4 5C�:1�4„+1,-0„
5
�F)STING ROOF AfEMBRAN-E FINISH ��— ---
ICCUl+:T pXTt: u(1TtS:
MATCH EXISTING RAFTERS nsi�l/zt25
_Dl:PTH,Sl L ROOF ASSI MBLY u
AS REQUIRED,AND MATCH
E)MMNG ROOF FINISH.
SEAT.& —
s SIGNATURE:
I.O THE PEST OF MY KNCM.FD(;F,RFLIFF AND
PROFESSIONAL JUDGMENT OF THE UNDERSIGNED,THE
r�ts7 sx(.2c,uaa : rriz',rv(I�vurt UXl!M>c NOR))( F�SM(,N26C PLANS AND SltCC1F1GAT1(1AiS DEPICTED ON THESE
DRA\XIINGS ARH IN COMP)1ANC1•:Vt/lTI I TifF.APPI.ICABII:
PROVISIONS OF THE.NF W YORK STATE I.INIFORIM FIRE
PRE\,ELATION AND HLILDING CODE.AND THE NEW YORK STATE EIN i GY CONSERVATION CONSTRUCTION
—� -— - -,---—_ --_ '- -. r ----�.• .. ., ,- "•._) CODE CURRENT).)'lip EFFECT
EXISTING FIBER CEMENT SIDING xOF NPI '
SHINGLES
7 a cow. st i `.9
XI1TCH hf.1C SIDING;WITHF.XISTI�'G rUSTIM.Mys ra�r c:-ay.(: rYL,rr�ra�+c C+7,Tz�c,d 3ktiC ` ,
WITH LI1M KIND AND COLOR.INSTAII.
IN ACCORDANCE WITFI NiANUFACTURERS
RFQUIRFMF-NTS.`
ALL COLORS AND FINISHES SH.AIL 13E 1 `P
MOCKED UP AND APPROVED BY OWNER
PRI(1RTO INSTAIJATI(�N
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IT IS A VIC7LATIUi'OF STATE LA�`G'FOR ANl'PE IiSON
UNLFSS DIRECTED BY A REGISTERED ARallTFC:T
OR PROFP.SSIONAL F,N(;NEER TO ALTER THIS IMAI
IN ANY WAY.
PROJECT:
13 OLD ORCHARD ROAD
RYE BROOK,NY 10573
DRMVING TITLE:
9
ROPOSED REAR ELEVATION ELEVATIONS
E4)!Sl
ALE:1�4'1-1,_0„ SHEET 1
A-201
NOTES:
10
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(I itaN[.JnI„1 JOIST SIZE SIMPSON ST
MAXIMUM MAXIMUM MAXIMUM SIMPSON ES R EA L DESIGNS
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STRAP TIE Archifecfure 6 Engineering Services
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z TOENAIL D j3
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