HomeMy WebLinkAbout43441-Z FOI/rcp , Town of Southold 9/24/2019
Gy
P.O.Box 1179
a ® 4 53095 Main Rd
Southold,New York 11971
r
CERTIFICATE OF OCCUPANCY
No: 40720 Date: 9/24/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 730 Bay Ave, East Marion
SCTM#: 473889 See/Block/Lot: 31.-8-13.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/29/2019 pursuant to which Building Permit No. 43441 dated 2/4/2019
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for,
which this certificate is issued is:
ADDITIONS AND ALTERATIONS INCLUDING REAR DECK AND SIDE ENTRY DECK TO AN EXISTING
ONE FAMILY DWELLING, AS APPLIED FOR
The certificate is issued to Mathis,Katherine&Turner,John
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43441 07-29-2019
PLUMBERS CERTIFICATION DATED 08-29-2019 JohAergusonn
h JA
th riz ignature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
' TOWN CLERK'S OFFICE
+. SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43441 Date: 2/4/2019
Permission is hereby granted to:
Mathis, Katherine & Turner, John
517 7th Ave #1
Brooklyn, NY 11215
To: construct additions and alterations to existing single-family dwelling as applied for.
G
At premises located at:
730 Bay Ave, East Marion
SCTM # 473889
Sec/Block/Lot# 31.-8-13.1
Pursuant to application dated 1/29/2019 and approved by the Building Inspector.
To expire on 8/5/2020.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $327.60
CO -ADDITION TO DWELLING $50.00
Total: $377.60
Bui in ector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN IIALL h
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. ,Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder'used in system contains less than 2/10 of I%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. 1 1.21 1
New Construction: Old or Pre-existing Building: V"' (check one)
Location of Property: 3 1S A`( Ay e N vE 4 S r M.4fiL t o V
House No. Street Hamlet
Owner or Owners of Property: J o��-+ 1LRf#►9*2 KA'r C>LL►jE A4A"l S
i
Suffolk County Tax Map No 1000,Section 31 Block Lot l 3.
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 7�V
Applicant ignature
E
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 sean.devlin(cD-town.southold.ny.us
Southold,NY 11971-0959 st`
®lac®U 1�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Katherine Mathis
Address: 730 Bay Ave city,East Marion st: NY zip: 11939
Budding Permit#: 43441 Section: 31 Block: 8 Lot: 13.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Mr. J Industries LTD License No: 41853-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1 st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 17 Ceding Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 6 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches $ Twist Lock Exit Fixtures TVSS
11 11
Other Equipment. 10 GFCI breakers 1 ARC fault breaker, Hood, Fridge, DW
Notes. Laundry room, Kitchen, Back deck and Living room
< 2 Inspector Signature: Date: July 29, 2019
S.Devlin-Cert Electrical Compliance Form As
` 10-"g,
Town Hall Annexg Telephone(631)765-1802
54375 Main Road j Fax(631)765-9502
P.O.Box 1179 G. • 0
Southold,NY 11971-0959 Q •, �'
BUILDING DEPARTMENT
AUG 3 0 2019 TOWN OF SOUTHOLD
Pej r �7rG DFETT.
TOVIN 051
yN n
XERTIFI-CATION.
Date•
Building Permit No.
Owner: i" v r/ILC-c
(Pie int)
—Plumber:
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers ignature)
Sworn to before me this
day of, �� 20
CHRISTIE G.PFEIL
NOTARY PUBLIC-STATE OF NEW YORK
No.01 PF6106369
Qualified In Suffolk County
My Commission Evims March 01.2W
Notary Public, r ;County,
L1 pF SO(/ly�
# TOWN OF -SOUTHOLD BUILDING DEPT.
u -765-1802
INSPECT ON-. '
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] 5OUNDATION 2ND [ ] INSULATION
[ (FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH), [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: fln r
vk
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DATE ?J [ INSPECTOR
4�..• '' 0F500TyOlo
# TOWN OF SOUTHOLD BUILDING DEPT.
coumvN�'' 765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE 2 INSPECTOR 2t
qd� ( SOF SOGr�,
hod o�
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ rOUGH PL13G.
UNDATION 2ND [ SULATION
[__/FRAMING
/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ]_ CODE VIOLATION IdCAULKING
REMARKS:
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DATE INSPECTOR ()"'AA
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# TOWN OF SOUTHOLD BUILDING DEPT.
`yoou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: .
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DATE INSPECTOR /V 1-i
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# # TOWN OF SOUTHOLD BUILDING DEPT.
coutnv N 765-1802
INSPECTION '
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
�� OF SOLI
ti��a yO�
# # TOWN OF SOUTHOLD BUILDING DEPT.
co,rm��'� 765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATION
[ ] FRAMING /STRAPPING [ FINAL &
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have.or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of'Building;Plans
TEL: (631) 765-1802 Plannirig Board approval
FAX: (631)765-9502 'Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D'.E.C.
Trustees
C.O.Application-
Flood Permit
Examined 24 ,20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
1 Contact':
Approved ;ZN ,20 t Mail to:
Disapproved a/c
X Phone: 1-7-553- 2,4.46
Expiration ,20
Bu Vdi ryIln_s#6etor
D
D rK
JAN 2 9 2019 APPLICATION FOR BUILDING PERMIT
_ Date -Zp����� 2-1 , ,20�_
RUUI1C��.1't13_D1 I:�"j o
INSTRUCTIONS
TOWN OF SOUTHOLD
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing,location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application,may not be commenced.before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will,issue a Building Permit to the applicant..Such a permit
shall be kept on the premises available for,inspection throughout the work.
e.No building shall be-occupied or used in whole or in part for any purpose what so ever until.the Building-Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within_12 months after,the date,of
issuance or has-not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,'in writing,the,extension Of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the.Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of,the Town of,Southold,Suffolk County,New York,and other applicable Laws,,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for,removal or demolition as berein,described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and;to admit
authorized inspectors on premises and in building for necessary inspections. �A
(Signature of applicant or name,if a corporation)
-lj%% ave%• W l ,euu,cL� i., t Z�S
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
C>WOCA
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
,(Name and title of'corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License,No._
1. Location of land on which proposed work will be done:
QA`( A-4e CAST MAa%cl J
House Number Street Hamlet
County Tax Map No. 1000 Section 31 Block_SLot t 3•
Subdivision Filed Map.No Lot
,2. State existing use and occupancy of premises and intended use,and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended°use and occupancy
3. Nature of work.(check which applicable): New Building Additio Alteration ✓
Repair Removal Demolition . Other Work
(Description)
4. Estimated Cost Fee
(To be paid on.filing this application)
5. If dwelling,number of dwelling units "Number of dwelling units.on each floor
If garage,' number of cars
6. If business,commercial or'mixed.occupancy, specify nature-and extent of each type of use.
7. Dimensions-of existing,structures,if any: Front Rear Depth
Height Number,of'Stories
Dimensions'of same structure,with alterations,or additions: Front Rear'
Depth Height 'Number of•Stories
8. Dimensions of entire new construction: Front Rear Depth
Height . ' Number of Stories
9., Size of lot: Front c4!• I Rear 8d•o ' Depth ,. 50.0 2 _
10.Date of Purchase '51X5-/1& Name,of Former Owner (3 t-rT y 7•
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or'regulation? YES NO
13.Will lot be re-graded? YES • NO—W,ill excess fill be removed from premises? YES NO
14:Names of Owner of premises :2�*' Addresswt 'ttN Avb. '. Phone No. -513-2446
Name of Architect m iaw►eL- Address a u&A Lit a.C.&.o s s, A/ Phone No. 1-1 -11 23 sex
Name of Contractor n-jSp Address &ttasbm-e Phone No.
15'a.Is this property within 100,feet of a,'tidal wetland or a freshwater wetland? *YES NO C
* IF YES,SOUTHOLD TOWN.'TRUSTEES &D.E.C.PERMITS MAYBE REQUIRED.
,b.Is this property, within 300 feet of,a tidal wetland? * YES NO_X,_
* IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there,any covenants and restrictions with respect to this property? * YES NO.19—
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn;deposes and says that(s)heas the applicant
(Name of individual signing contract) above named, CONNIE D. SU14CH
Notary Public,State of New York
(S)He is the, No.01 BU6185050
(Contractor,Agent,Corporate Officer,etc.) Qualified in Suffolk County
Commission Expires April 14,2_N_o
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in'the manner setfforth in the application filed therewith.
worn t'� before me this
,51d,GK. day o - Vk_(1 20
7
Notary Public Signature of'Applicant
Scott A. Russell
, 0'50R:Q'r STORMWA.-IFIER.
SUPERVISOR - MANAGEMENT
�-
SOUTHOLD TOWN HALL-P.O.Box 1179 O
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOI LOWING.
Yes No (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
®�] C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department wi-your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date
District �f
NAME �6W tV ^R/jtMpS?__ 3 ( & %'3.1 1 `'
Section Block Lot
A ****FOR BUILDING DEPARTMENT USE ONLY
Contact Info n t-7 —5 S 3- 2 4 4 L
at
rr.k*-N—b,,) Qe)
Reviewed By: /�
— — — — — — — — — — — — — — — — Date: ��'2,"1�+) 1
Property Address/Location of Construction Work: — - - - - - -
- - - - -
- - - - - - - - -- - - - - - - -
Approved for processing Building Permit.
3 o f3A� Aye. Stormwater Management Control Plan Not Required.'
t A gr M".w�-4 tV�/ ((q 3 °1 Stormwater Management Control Plan is Required.
® (Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014
Y
DING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
FEB 2 0 2019-own Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959 -
� 1 + � -Telephone (631) 765-1802 - FAX (631) 765-9502
TOWN OFSOU1H0ID, roger.richert(a-town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: -9
Company Name: j2 j ,� �P�s
Name: J a ,1 /' cr "5
License No.: Y� P S3 - /� �� emf: G A., ,9LI .2 �► f; c - ��I
Address: 7 se Z_ 2
Phone No.: 5-16 22 5 7 9!
JOB SITE INFORMATION: (All Information Required)
Name: .b 4,1 -
Address:
Cross Street:
Phone No.: 1 ! 5 - iZ •
Bldg.Permit#:
email: o/ 10 < o
Tax Map District: 1000 Section: Block: Lot: ;
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
Circle RII That Apply: -
Is job ready for inspection?: YES / Rough In Final
/�Do you need a Temp Certificate?:, YES Issued On
Temp Information: (All information required) ___-----
Service Size 1 Ph 3 Ph iZe< A # Meters Old Meter#
New Service - Fire R ect- Flood Reconnect- Service Reconnected - Underground -Overhead
# Underg nd Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
82-Request for Inspection FormAs
SC.TM NO. DISTRICT: 1000 SEC71ON:JI BLOCK-8 LOT(S):1.11 - -
MARION ROAD
(DIRT&STONE)
REHAR N 56035'20"E 150.02' PIPE
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LOCA71ONS SNORIV ARE FROM RELD 085ERVARONS
AND OR DATA OBTAINED AROM 07HOM
AREA:12,080.79 SQ.Fr. or 0.28 ACRES EIEYAROV OAnu I
INAUM MO ALRRAWN OQ AWMW TO nes SWWY IS A WMAROV LF SECTIM 7M OF WNW TOOK SFAIr MI104R0V LAW CMES CrROS SURWY
YAP NOT WARIN6 ME{AW SLRKMrS EMBOt:=SEAL SML MOT W CWAWMM 10 SE A VALS 871E COPY, GUARANTEES M CATM NEREW SMALL RUR I -
mr w W MM AOW MW IW S.RWV Ls PR£PARW AND GV MS DEILIIF r0 ME PME MWAN;OWif MMN7AL AEETICY AND Loom MSRIUTM
IS=MREOV.AAO TO INE AS5IOM GT IW LGOM NSRIUMrL WARANIM ARE NOT JRANSFRABIE.
nE O'XM W 0 MV900 9MM MERLON ARW 1W PAOPTNTY LWES rD NE SRUCnMS ARE TDR A WMM PURPOSE AND USE WMffGRE WY ARE
NOT WIINM rO UaVt4 VT nE PRptRTY LAMES W IO CURE R4'VnIl V Or TENCES AWIFaVAL SMWILM OR AND ORM aDA 0M9nM EASEMENTS
AND/OW ROSWACE SMUCRA7ES RELIOROEO M UNREWWIV ARE NOT GVARAN W UAEES9 PH)SWATLY EWWr GV PC PREMISES Ar M£RME OT suR6EY
SUMEY OF.DESCRIBED PROPERTY CERTIFIED T0: KATHERINE MATHIS.
MAP OR _ JOHN TURNER; BANK OF AMERICA,•
raEo FIDELITY NATIONAL TITLE INSURANCE COMPANY;
SITUATED At EAST MARION _
Yom on.SOUTHOLD KENNETH N woYCRUR lAMO BURyeVw PLIC
SUFFOLK COUNTY,NEW YORK .I ProreedoGal 4nd 3urreFLnB and Deddn
P.O.Bo:153 Aquebodue.New York 11991
/nE/18-50 v.ALE:1'=20'oA)E:MAY 4, 2018 FRM(030=0-16ee ra(631)ZN-Lw
N.YS USC N -7 6 Z..W IL Yge►W
LEGENDKim
PARCEL NO
Lz
ABUTTERS MAP ZONE: R-40 .: 1000-31 .-8-13.1 SITE PLAN SCALE: 1/16" - 1' EXISTING FIRST FLOOR PLAN - AREA OF PROPOSED WORK
USE GROUP: ONE FAMILY YEAR-ROUND RESIDENCE
.� 1000-31.-8-8 '' N !
----------------------------
!
' BAY AVENUE APPROVED� ELECTRICAL AS NOTED
INSPECTION
REGl1RE DATE: B.P.
1000-31.-8-9 i i FEE: _3 BY:
x
COVERED PORCH , `
�� i NO WORK NOTIFY BUILDING DEPARTMENT AT
! 765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
Y � ! ECTIONS:
_ 1- FOUNDATION - TWO'" S 34° 12'40"E i '
F IL _ FOR P REQUIRED
' TRUSS P�./�CQRlDiai�G RE POURED CONCRETE
1000-31.-8-10 %" � �`�- G�` - -_- ---- 2. ROUGH - FR
%* I ---- 3. INSULATION FRAMING & PLUMBING
4. FINAL - CONSTRUCTION MUST
BATHROOM
O BE COMPLETE FOR C.O.
EXISTING ASPHALT NO WORK ALL CONSTRUCTION SHALL MEET THE
--------------------------
I I !
DRIVEWAY i I --
Y, YOQKISTATE TS OF THE CODES OF NEW
I . NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
!
N LIVING ROOM '
FOYER j i ,
1000-31.-8-13.1 o I NO WORK I I NO WORK !
1000-31.-8-11.1 �� ,C ' Q
�.. I ---
COMPLY WITH ALL CODES OF
I i i NEW YORK STATE & TOWN COD
AS REQUIRED AND ES
CONDITIONS F
EXISTING COVERED � NS C
I
' PORCH ! ,,
1000-31.-8-14 � u47
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I _________ & .,. . xr __
�►- ----------- I BOARD
*. 14.0' � ---- ------------
!
SOUfi�6 IBES
W I o , . EXISTING25TORY I �� ENCLOSED PORCH
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1000-31.-8-12.11g % - WOOD FRAME HOUSE i �� � I NO WORK !
I I I I !
,> Z
0 I EXISTING ENCLOSED ' I
0 PORCH I I I , OCCUPY` N Y 011
Q I I DINING ROOM t'01)� IC ! I �y ^'AUL
22-9 I DN
USE '_"t'
I ! r �
299, I I I WITHOUT CERTIFICATE
730 BAY AVENUE Q i EXISTING WOOD
i I DECK ON GRADE I ! OF OCCUPANCY
PARCEL. 1000-3l.-8-13.1 ( I I I TO BE REMOVED
KITCHEN
35.0' --------------------- '
AREA MAP I r IV' �� WATER F��.._
PROPOSED NEW I I I I� �� T.
WOOD DECK PURGu�1UANT TO CHAPTER 230
I
10AMN CODE
Paslal 'cr c,,
4
-----------------
_---- I
r',:f l:l••S•.1�1?i1t.�.C,N �.' . e . :f:. '{. j - I I
°3w
_
ry N I N 130DayA'venue M I p i ------------------------------------------------------------ ------
•rVrl 1=urian
I I I I
I I EXISTING SHED �I AREA OF PROPOSED WORK ON 1ST FLOOR ONLY
80.00'
<�2 r N 34°12'40"W
e„r LOT COVERAGE CALCULATION
- LOT SIZE 150'X 80'=12,080 S.F.
r,
- PROPOSED LOT COVERAGE OF EXISTING
HOUSE AND PROPOSED DECK=1,496 S.F.
'aa'+vn
Poll
(12.3%LOT COVERAGE)
a
a V) wood
ly
SUPPLEMENTAL CONDITIONS CONTINUED: PLUMBING: p
GENERAL NOTES SUBSTITUTIONS: `i�� r ' S h[�,'�''�d
IN EACH CASE WHERE A SPECIFIC MANUFACTURER OR PRODUCT IS MENTIONED I THESE 1. THE INSTALLATION OF THE PLUMBING SYSYTEM EQUIPMENT AND COMPONENTS INCLUDING SERVICE DISTRIBUTION
SPECIFICATIONS, THE CONTRACTOR WILL BASE HIS QUOTE ON THE MANUFACTURER OR PRODUCT. IT IS
1.THE SUBJECT PROPOERTY IS KNOWN AS TAX LOT 1000-31.-8-13.1 IN EAST MARION,THE TOWN OF SOUTHHOLD NY. NOT THE INTENTION OF THE SPECIFICATION, HOWEVER, TO BE CLOSED TO SUGGESTIONS FROM THE SYSTEMS,FIXTURES,APPLIANCES,DEVICES,APPURTENANCES,AND TESTING,SHALL COMPLY WITH CHAPTERS 25 THROUGH (1 e w
CONTRACTOR TO MAKE SUBSTITUTIONS OF SIMILAR PRODUCTS TO THE ARCHITECT FOR APPROVAL. 33 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE ADOPTED NEW YORK STATE.
2. SEPARATE SHUT-OFF VALVES SHALL BE PROVIDED FOR KITCHEN
AND LAUNDRY. ARCHITECT:
2.THE PROPERTY IS LOCATED IN THE ONE FAMILY(RESIDENCE ZONE DISTRICT R-40 AND CONTAINS A TOTAL TRACT AREA APPROVAL OF WHICH WILL NOT BE UNREASONABLY WITHHELD PROVIDED ADEQUATE DATA IS 3. DRAIN,WASTE AND VENT PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.1 (1)AND TABLE P3002.1 (2). Michael KOCIOW Architect
12080 SF(•28 ACRES). SUBMITTED FOR EVALUATION.
4. THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED AGAINST BACKFLOW BY AIR GAP COMPLYING WITH ASME
3.THESE DRAWINGS WERE PREPARED TO COMPLY WITH THE APPLICATION FOR BUILDING PERMIT IN THE TOWN OF ALLOWANCES: Al 12.1.3 OR Al 12.1.2 THAT IS INSTALLED INTEGRALLY WITHIN THE MACHINE OR A BACKFLOW PREVENTER IN ACCORDANCE 8 Wallick CIOSO
SOUTHHOLD,NY. WHERE AN ALLOWANCE OF A SUM OF MONEY IS INCLUDED IN THE SPECIFICATIONS FOR MATERIALS OR A WITH SECTION P2902 PER SECTION P2727.1. Scarsdale, NY 10583
4.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS AND SEQUESNCES OF CONSTRUCTION AND FOR SERVICE, THE CONTRACTOR SHALL INCLUDE THE AMOUNT OF THE ALLOWANCE IN HIS BID. IF THE SUM 5. THE COMBINED DISCHARGE FROM A DISHWASHER AND ONE-OR TWO-COMPARTMENT SINK,WITH OR WITHOUT A FOOD 917-776-2330
THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.THE CONTRACTOR SHALL VERIFY ALL EXISTING EXPENDED COMES TO LESS THAN THE AMOUNT OF THE ALLOWANCE, THE CONTRACTOR SHALL CREDIT WASTE DISPOSER,SHALL BE SERVED BY A TRAP OF NOT LESS THAN 1-1/2"IN OUTSIDE DIAMETER.
CONDITIONS PRIOR TO COMMENCING WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE OWNER WITH THE DIFFERENCE. IF THE SUM EXPENDED IS GREATER THAN THE AMOUNT OF THE 6. THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK PER SECTION P2718.1. NY Architecture Reg. N0: 038169
ALLOWANCE, THE OWNER SHALL PAY THE DIFFERENCE TO THE CONTRACTOR.
5.THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY,INCLUDING PROVISION ALL APPROPRIATE SAFETY DEVICES ELECTRICAL:
AND TRAINING. SITE PROTECTION:
6.THE GENRAL CONDITIONS AS HEREINAFTER SHALL APPLY TO ALL TRADES EMPLOYED TO ANY CONTRACTS OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PROTECTION AND PRESERVATION OF THE 1. THE INSTALLATION OF THE ELECTRICAL SYSTEM,EQUIPMENT,AND COMPONENTS INCLUDING SERVICE,POWER DISTRIBUTION
CONTRACTS THAT MAY BE NECESSARY TO MAKE OR COMPLETE WORK IN ALL ITS PARTS,AND IS ALSO INTENDED TO NATURAL FEATURES, TREE, BUSHES SURROUNDING THE BUILDING AND SITE. SYSTEM,FIXTURES,APPLIANCES,DEVICES,AND APPURTENANCES,SHALL COMPLY WITH CHAPTERS 34 THROUGH 43 OF THE
APPLY TO ALL MATERAILS USED ON THE WORK AS WELL. 2015 INTERNATIONAL RESIDENTIAL CODE AND THE NYS 2016 UNIFORM CODE SUPPLEMENT
COOPERATION ELECTRICAL MATERIALS,COMPONENTS, DEVICES,FIXTURES,AND EQUIPMENT SHALL BE LISTED FOR THE APPLICATION,SHALL
7.ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF 2015 THE INTERNATIONAL RESIDENTIAL CODE AS EACH CONTRACTOR SHALL INSTALL HIS WORK SO THAT IT MAY COORDINATE WITH ALL OTHER TRADES 2. BEAR THE LABEL OF AN APPROVED AGENCY AND SHALL BE INSTALLED,AND USED,OR BOTH,IN ACCORDANCE WITH THE
ADOPTED BY NEW YORK STATE,THE NEW YORK STATE BOARD OF FIRE UNDERWRITERS,THE MUNICIPAL CODE OF AND SHALL AFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE INSTALLATION OF
SOUTHOLD AND ALL OTHER AGENCIES HAVING JURISDICTION. MANUFACTURER'S INSTALLATION INSTRUCTIONS.(SECTION E3303) 1 Issue for Bid 01.08.19
THEIR WORK. 3. THE CONTRACTOR SHALL PROVIDE RECEPTACLES SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE No. Issue Date
8.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CONTRACTOR AND ANY MEASUREMENTS: THAN SIX FEET(6')MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE.(SEE PLAN FOR LOCATIONS)
SUBCONTRACTORS. 4. KITCHEN( OUTLETS SHALL BE GROUND-FAULT INTERRUPTER PROTECTION APPROVED DEVICES. 730 Bay Avenue
BEFORE ORDERING ANY MATERIALS, OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL 5, PROVIDE SMOKE&CARBON MONOXIDE ALARMS PER CODE(R314&R315). East Marion, NY 11939
MEASUREMENTS AT THE BUILDING. 6. WIRING METHODS SHALL BE IN A ACCORDANCE WITH TABLE E3801.2.ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL
SUPPLEMENTAL CONDITIONS: BE IN ACCORDANCE WITH TABLE 3801.4.GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS SHALL Parcel: 1000-31-8-13.1
DRAWINGS: MATERIALS AND WORKMANSHIP BE IN ACCORDANCE WITH TABLE E3802.1
1. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLETE, SHOULD ANYTHING BE UNLESS OTHERWISE SPECIFIED, ALL MATERIALS SHALL BE NEW AND BOTH WORKMANSHIP AND
OMITTED FROM THE DRAWINGS, NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK IN MATERIALS SHALL BE OF GOOD QUALITY. Site Plan / General Notes
ACCORDANCE WITH GOOD CONSTRUCTION PRACTICE AND ALL APPLICABLE CODES, HEREIN DRAWING INDEX: scale: as noted
DESCRIBED, IT SHALL BE THE DUTY OF THE CONTRACTOR TO SO NOTIFY THE ARCHITECT. RESPONSIBILITY:
2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD.ANT DISCREPANCIES SHALL EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS FURNISHED BY HIM AND THE A001.00 SITE PLAN/GENERAL NOTES
BE REPORTED TO THE ARCHITECT BEFORE PROCESSING. EXECUTION OF HIS WORK IN ACCORDANCE WITH THE TRUE INTENT OF THE DRAWINGS AND CONTRACT. A002.00 SCHEDULES & TYPICAL DEATILS
3. FIGURES GIVEN ON THE SCALE DRAWINGS GOVERN SCALED DIMENSIONS OR MEASUREMENTS.
DM101.00 DEMOLITION PLAN g
A101.00 CONSTRUCTION PLAN
INTERPRETATION OF DETAILS: A111.00 FLOORING PLAN
IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS, HE A121.00 REFLECTED CEILING PLAN
SHALL NOTIFY THE ARCHITECT PRIOR TO CONTINUATION OF THE WORK. A131.00 POWER& DATA PLAN
A201.00 INTERIOR ELEVATIONS STAMP AND IGNAT RE DATE:
MANUFACTURER'S DIRECTIONS: A301.00 EXTERIOR ELEVATIONS
01.08.19
THE USE OF ALL MANUFACTURED ARTICLES, MATERIALS AND THE CLEANING OF THE SAME SHALL BE A302.00 EXTERIOR ELEVATIONSEL Rc
PROJECT CODE:
ACCORDING TO MANUFACTURER'S DIRECTIONS. A303.00 EXTERIOR ELEVATIONS
EL
SCJ O ��
¢(ci ���'� ' � 4'O�t� 730BA
CHANGES: OWNER SUPPLIED ITEMS: TO BE INSTALLED BY G.C.
DRAWN BY:
THE OWNER MAY REQUEST A CHANGE ORDER WITHOUT INVALIDATING THE CONTRACT, AND ANY
ADJUSTMENT IN THE PRICE AS A RESULT OF THE CHANGE ORDER SHALL BE AGREED TO IN WRITING • ALL LIGHT FIXTURES- RECESSED AND SURFACE MOUNTED * t ' .� * MK
BEFORE SUCH CHANGES ARE MADE.
• ALL APPLIANCES - D/W REFRIGERATOR, RANGE, EXHAUST HOOD, WASHER & DRYER cS� -
Q`
SHEET:
X38189
• KITCHEN SINK AND FAUCET �9T p
• WALL MOUNTED SHELVING SOF NE`N y
• WALL TILE AT KITCHEN BACKSPLASH AREAS
All drawings and written material appearing herein constitute original and
unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect. Order#2824 Page 1
I'
TYPICAL INTERIOR DOOR DETAILS MATCH EXISTING DOOR DETAILS WHERE POSSIBLE FASTENER SCHEDULE NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR AND BEARING WALLS LEGEND
TABLE 8602.3(4)
FASTENING SCHEDULE
ITEM, DESCRIPTION OF BUILDING ELEMENTS NU?.I13ER AND TYP E I SPACING AND LOCATION
1/2"x 6" Flat stock
OF FASTENER-
Root
poplar base,typ. 4-8d box(2'/2 x 0.1 1'3 1 or
1 Blocking Q 'Foe nail
PNT-3
between ceilligs JONK or rafters to lop pliti,
3/4" Flat stock poplar 4 PNT-2 3-10d boy 0.128';or
3/4"x 2 1/2" Flat stock
casing, typ. LLl TOP PLATES
---------- -------- 4-Fd box(21/2'��0-113 1:or
N poplar casing,typ. 3-8d common W/2'x CA 31 or
--------- --------- i 2 CetlingJoNts to lop plate Perjoist.toe nail
M 3-10d box(3'x0.128):ot
3-Yx0.131 "nails
1/2" cc) 14 4-loci box(3 X 0
iCellinpjoht not iltached to rafter,laps ' 1"28):or
Table j 3.16d common ?,X0.IG2j:or race nail
partillons Isee Sections R80211,R802.3.2 and T, comm
8802.5.1(9)) 14-3"•0.131 'nails
CpIltrigjoist alta(l ed to parallel rifler(Merl joint)
4 ITible R902.51(9) STUD
I<Ac,Sections R802.3.1 and RM.3.2 and Table Fact,natl
R13M5 I(q)I
BORED HOLE MAX.
4-10d box(3'y 0.128 or
Collar tie to rafter,face nail or 1114 20 ga.Tidge strap to DIAKI=TER 40 PERCENT
1/2"x 1 1/2" Flat stock 5 3-10d common(3'> 0 148'):or face nail each rifler or STUD DEPTH
rafter i
poplar stop,typ. 4-3'y 0.131"nails
2!! Fullmortise-- -------- 316d box calls(3 17">!0,135);or
3/8. VARIES-,f- 2 toe nails on one side and I toe mill
hinges 6 3-loci common nail-,(3';�:0148);or! IN,MIK TO EDGE
318" i Rafter or roof truss to phte ;on opposite stdo of each rapier or
4-locl box(V X 0.128):or
4-3'y 0.131 "nails truss, 15ia IN,MIN.TO EDGE
4.16d(311 0.135 :or
3 1 Od common(3 0,149 1:or Toe nail
4,10d box(3':,,0.128 1:or
iRocifirnfIcrstorid valikyothtpr,,)Persc,%rr(x3fmfl(,r 4-3'N 0.131 "nails
7 ridge,
Typical Swing Jamb Typical Swing Head to minimum 2"ridge beam 3 16d box 3112 0.135);or
1 1 2.16x1 common(31/2`:-0.162 or End rintl
-011 1 NOTCH MUST NOT EXCEED 25
Scale:�3 Scale: 3" V-0" 3-l0d box(3'x 0.128);or i
3-Yx 0.131 "nails PERCENT OF STUD DEPTH
Wall
16d common(3120.lG2 21 o.c.face nail
BORED HOLES SHALL NOT BE
8 Stuci to stud(not at braced will paneh) �TlDd box(3*-,0.1281;or LOCATED IN THE SAME CROSS IF HOLE IS PETWEEN 40 PERCENT AND
1G"o.c.race nail 60 PERCENT or STUD DEPTH,THEN STUD
MUST 13E DOUBLE AND NO YORE THAN TWO
13"x 0.131'nails SECTION Or CUT OR NOTCH IN
PNT-3 i STUD
112"x 6" Flat stock 16d box(31,12 0.135 1;or 12'o.c.face nail SUCCESSIVE STUDS ARE DOUBLED AND SO
Stud to stud atvJ abutting studs at interwcting wall comers 3'y 0.131*rills PORED
(at braced wall panel-,)
poplar base,typ.
16d common(31/2 0.162 16"o.c.face nail
PNT-3
16d common(3 12%0.162 i 16'o.c,onrh edge face nall
10 Built-upfieRder(2"to 2"header with 1/2"Sfia"T)
3/4" Flat stock poplar 1d box12'o.c.each edge face nail
Cf)
casing,typ. LU 3/4"x 21/2" Flat stock
2�! W I 58db0X(2 2'�:0,1131;or NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
............. poplar casing,typ. 11 Continuousheaderiostud 4_R d com (21"2'K 0.131 or Toenail
/ ffLL
--------- ---------
14-10d box(3'>:0.128 1
'IN,
16d rornmon(3'/2 0.162 16`o,c,face nail
1/2" 6 12 Top plate to top plate I od box(3*,4 0.128 1:or
12"o.c.face nail
13',�0.131'nails
-4-
19-16 ornrion(3 !2'x 0.162 or
i Double top plate splice forSDCs A.D2 with sMsmic braced 12-1(A box(31/2",0.135):or
wall lint,spacing<25' 12-I0c1bot(3'y0.129');or 'r�icenillone.ichst(leofend joitit
I2-3'x0.I3l'najI,;
13 (m4flinurn 24"hip splice length each
Double top plate splice SDCs D(),D1,or D2:and braced side ofendjoint)
I wall 112-IC)d(31.1 ",,0,135) Tor rLATr:s
?
---------- --------- I i
L 1111P Spicing 25'
Lj 4 3/8" - -VARIES-,f-
IT EM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE Or FAST EN ER 1.1),C SPACING AND LOCATION
3/8"
Bottom plate t0jolsl.rim joist,bandjoisl or I rid cornmon(31/2'x 0.162 16'o.c.face nail
1.1 blocking(not at braced wall panels) -1 G d I-x).x Q TF7.'x 0.135);or 12"o.c.face nall
3"x 0.131 "halls
Bottom plate Io joist,din joist,band joist or 3-16d box(31/-,"y 0.135):or 'i each 16"o.c.face nail STUD
15 blacking(it braced wall panel) 21Gd COMMOn(3112'�,0.162);or 2 rae�h 16'o.c.far(,nail
Typical Cased Opening Jamb Typical Cased Opening Head 4.2 x 0.131'nills 4 each 16'o.c.face nail BORED HOLE I`AAX.
4 4,Rdbox(2/ ">-0.113):or DIAVETEncoPERCENT
\\.
3 10d x i? >,0.135):or OF STUD DEPTH
'C
3" V-0"
Typical
Scale:�3 0 4_8d common(21),?,;.0,131 1;or Toe nail
4-10d box 1 3"x 0.128):or
16 Top orhnifornplate tostud 4-3"x 0.131""alts 5.t,vtml,4 TO EDGE
3-161 box'I"'x 0*135':or 'ie IN MIN,TO EDGE
2.16d common 0.162);or End nall
3-10d box Q%0,1 13 or
31'-0.131'wills.
3-10d tx)x(3'-K 0.1 1�28 or
17 Top plates,Ii p�at corners ary.1 Int Prsect tons !z-I0dcornmon(3j2*y0.162);or Face nall
HEADER SPANS FOR EXTERIOR WALLS TABLE 602.7(1 ) 13-.3 0.131-nilk
13-8d box
2 /? 0.113');or
2-8d cornmou'(2112"x 0.131 or NOTCH MUST NOT EXCEFD
TABLE 8602.7(1) IS I"brace to each still and plate �2.10dbox3*Y,0.128);or Face nil] 40 PERCENT OF STUD DEPTH
GIRDER SPANS'AND HEADER SPANS2 FOR EXTERIOR BFARING WALLS 12 stapit's 1-/4
(141aximurn spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-fir and required number of jack studs)
GROUND SNOW LOAD(psne 3-8d box(2-'1 z'y 0.113');or BOOED HOLES SHALL NOT BE
GROUND SNOW LOAD(psf) 2 8d comnion(2112';�0.1311;or
30 50 70 t0 1 Face nall LOCATED IN THE SAVE CROSS
2-10d box(3*x 0128):or
GIRDERS AND 30 so 70 SECTION OF CUT OR NOTCH IN
GIRDERS AND ____j 2 stiples. I"crmt-n. 16 ga.,13/4'long STUD
HEADERS SIZE Building width (fppt) HEADERS SIZE 1 Building width`(feat)
SUPPORTING 1i 20 28 36 20 28 36 20 28 36 1 1 SUPPORTING 3-8(lbox(2 "w 0.113'
I - 20 28 36 20 28 36 20 36 1
jd I - . - 38dcomrn 1(2Ij'2')'o-l3l);or
i- Span NJ' Span; N14 Span N) Span' NJ 3-10dhoxl[3'�-0,128);or
ki -_---- - -_ -_ d
Span 1 10 Span d Span NJ �p_,, Njd d
Span NJ -Span NJ" Span NJ" Span Span NJ" Span NY' _7 span N span
Span NP I
fSpan NU
1.2x8 i 4 fl 1 310 1 35 1 39 1 3,2 1 2.10 2 - - - - - !
4 77
2-2 X 1 23 1 ?0 1 26 1 2-2. 1 1 11 1 24 1 1 1 20 1 19 1 3 staples, t CrMVII. I GV
'a.,13, Ior�q
1-2 A 10 58 1 4 11 1 -1 41 1 3-7 2 - - -
2-2 x 6 3-1.) 3-3 2 2-11 2 3-8 2 1 3-2 j 2 Z-10 2 3-5 1 2 2 2-8 2 20 1"y,8"and wider shealhln�g to each lxirfn�q Wider than I '� 8" Face riall
2 5-9 2 48 2 3-8 2 - - - - - 4-8d box(21/7"�0.113');or
ii
1-2 X 12 6-11 1 511 2 53
2-2X8 4�9 Z 4 2 2 39 2 47 2 40 2 3-8 2 4-4 1 2 1 39 2 3-5 2
Z-2x4 3-6 1 32 _10 -1 -1 1 2-10 1 2-6 1 2 1 ;
32 2-9 2-6 -3 13 8d common(2112">0.131');of
. ... ........ 2-2'r 10 59 2 51 1 2 1 47 3 5i 4-i i�, 4-5 3 5-3 2 1 4 7 3 4-2 3 3-10d box(3 1.-10.128):or
6 55 1 48 1 4-2 1 48 1 41 1 38 2 42 1 3-11 2 33 1 1
---- ----' -- --1 2 2-12 4 staples, I"cro-wn, I C)pa.,1314"long
2-2 8 6.10 1 511 2 5-4 -11 2 5,2 2 4-7 2 5-11 2 4-7 2 41 2 Roof,ceiling GS 2 1 5-10 3� 5-3 3 66 2 59 3 52 3 6A 3 1 54 3 4-10 3
2 5 ............
2-2-2 10 85 2 7-3 2 66 2 7-3 2 63 2 5-7 2 66 1 2 5-7 2 511 2 an tv, TF 51 2 4-7 Floor
d n center- 3-2)c 8 5-11 52 1 2 4 1 2 q - 2 55 1 2 2 4-3 2
42�
6- bearing; 2 7 x 0.113');or
Roof and ceiling 7-3 2 1 64 2 5.3 2 7-1 2 6-2 5-7 2 6-7 1 2 1 S-q 2 5-3 2 1.1-811 box(11 �
1? 1 99 2 85 2 7-6 2 8-5 2 73 2 6-6 2 7 2 - - 13-8d common 0.131 1;or Too Hall
3-2 K 17 8 5 R 1 7-4 1 2 131-1 2 8-2 2 7-2 2 6-5 3 7-8 1 2 6 9 2 6 1 3 21 Joist to sill,top plate or girder
1 84 1 7-5 1 68 1 7-5 1 65 2 5-9 2 68 1 5-9 2 1 5-2 1 2 13-10d box 0)'.,�0.129):or
3 2 10 1 106 1 91 2 82 2 -1 -2. 7-10 2 -i-,D _2 8.2 2 TO 2 1 64 2 4-2x 8 i 6-10 1 1 2 5-5 2 6-8 1 5-10 1 2 S-3 2 3 Z 5.6 2 4-11 2 3.V, 0.1j].'nails
6-0 2
2 8-2 2 4-2 K 10 84 2 1 7-4 2 6.7 S-2 2 7-2 2 65 1 2 7-7 1 2 68 2 0.113'} 4'o.c.toe nail
L2 12 12-2 2 IP-1 2 9.5 2 110-1 2 9-2 2. 8.2 2 7 8d box(Z i?.
2 4-2 K 12 9-8 2 1 7-3 2 q_5 2 8-3 2 SAC 1 2 7-1) 2 7.0 1 2 Rim joist,hand joist or blinking tosill or top '8d�conmmrt�(2 '?
4-2.8 9-2 111 1 7_8 1 84 1 7-5 1 6-8 1 7-8 1 6_11 1 5-11 - 8-6 2 22 1 1.",�0.131 or
i - - --_-_ plate(roof applications also)
4 2.10 1 11-8 1 10.6 1 9-5 2 106 1 91 2 82 2 9.5 2 8-2 2 7-3 2 22x4 2-1 1 1 1IR 1 1-6 2 2.0 1 1-8 1 1-5 2 20 1 IS 1 1-5 1 2 1 od IX)x(3 0.128':or 6'o.c,for nall ARCHITECT:
-- --- -____ ___j 1_.� 1 13">,0.131
I?�I? j 14-1 1 12.2 2 11011 2 1%-? 2 107 2 9 5 2 10-11 2 9-6 2 8� 2 1 2-?x 6 3.1 2 2-8 2 24 2 3-0 2 2-7 1 2 2-3 2 2-11 2 1 2-7 2 2.3 i 2
i 3-8 hox 2/Z'>e 0.113');or Michael Konow Architect
I I.Z.8 1 3-11 1 35 1 30 1 3-7 1 30 2 2.8 2 - - - - 22x8 3-10 2 1 3-4 2 30 3 310 2 31 2 2-11 3 39 2 33 2 2 ti 3 d
-_T__�T- _10 -i- --iT- - - I-- -_- - - -_ - - 12 8d common(2112,'x 0.131 1;or
_0 �-7 7-1 3 4-0 3 3 x or less to each joist
2 _�'l f 2 3-T 2 - - 2-2x 10 -_9 2 1 4-1 1 5 3 F 11 4-8 2 4-0 3 6 3 23 1%,6'sti6floc Face nil]
10 _2 3-10d box(3"A 0.128);or 8 Wallick Close
1-2 x 12 5-10 2 49 2 4-2 2 5-5 2 4-2 2 3-4 1 2 - -
2-2x12 5-0 3 41.) 3 4-3 3 5-5 3 4.8 1 3 4.2 3 54 1 3 4.1 3 1 4.1 4 2 staphs, I'crown. 16 Si.,I 1/i"lonq
Roof,celling, Scarsdale, NY 10583
20 1 1 49 2 4-1 i 2 38 2 4-8 2 1
?-2,c 4 1 31 1 2 9 1 2.5 1 2,q 1 2 5 1 2 2 1 2-7 1 2-3 1 1 and hvo clear- 32.8 4-10 2 4.2 1 2 1 38 2 -776-2380
a-?X 6 4 0 1 4 0 1 3.7 2 41 1 3-7 2 33 2 3-14 -_T3_ 2 2-11 2-1 -pan floors NUMB ER AND TYPE OF FASf_EN_E_R_'_-T)_-`_ IG AND LOCATION
2 :i_?�10 5.11 2 5-1 2 4-7 3 5-10 2 5.0 2 4-6 3 5-11 1 2 14-11 2 4.5 3 ITEM DESCRIPTION OF BUILDING ELEMENTS 917
Floor
V X 8 59 2 56 2 46 2 5Z 2 46 2 1-1 2 49 2 4-2 2 39 2 1 1 3.?�12 1 6.16 2'1 5-11 1 3 4 6-9 2 510 3 5.3 3 63 1 2 5 9 3 5-2 3
R., I - - - - 3-16d box(3 /p 0.135 1:or NY Architecture Reg. No: 038189
�10f, 1 2-2 x 10 1 7-0 2 6�2 2 50 2 64 2 5.6 2 510 2 5-9 2 5-1 2 44 3 1
4-2.8 5-7 2 1 4-10 ? 44 2 5-6 2 4-9 2 4-3 2 5-5 2 1 4-8 2 4-7 2 24 2'subflocr frijoast or girderBlind and fare nall
and one renter- i 12-16d common(3112".x 0,162')
6earir>r floor I 22xI2 81 2 7A 2 6.5 2 7-4 2 6-5 2 sq 3 6-8 2 5 10 3 53 3 1 4-2-10 1 6-10 2 1 541 2 53 2 6 9 510 2 5-2 2 67 2 2 5-1 2
i -_-___-_-__ _-_ _ __1 5 9 3-16d b-
(31!2"x:0.135 1;or
S-?x 8 7-? 1 &3 2 5.8 7. 6-5 2 5-8 2 5-1 2 5-11 2 5.2 2 4_R 2 i 2S 2'planks(plank beam-floor roof) At each bearing,face nail
4-2x11. 7-11 2 12-16ticommon(3112'Y.0.1132')
6 to 2 62 3 79 2 1 6-9 2 60 3 78 2 1 6 8 2 511 3
32.10 8 19 i 7.T _2 -6 1-1 _2 _Y 1-1 2 6-11 2 63 2 7-3 z 64 2 58 2 1
3-16d COTTirnon P'12'x 0-1621
3-2x 12 10-2 2 8-11 2 80 2 9-2 2 8-0 2 73 2 9-5 7 7-4 2 67 2 ror SI: I inch 25.1 mm,I pound per square foot 0.0479 kPa. i4-10 box(3 0 128.),or
-3- 2 a. Spans are given In feet and Inches. Z6 Band or rim joilt to joist "malls: End nail
-1[ 2 40 1 6.0 2 5-
6
4-2.8 1 8-1 1 7-3- -1 7 1 7-5 1 4.3*Y�0.131 or
- b.No. I or bmterpratim lnmf�Pr shall be used for southern pine.Cidvr tabidated values ai�kurnr P2 f,,ridr limiter..1 2,X 10 10 1 1 810 2 80 2 91 2 80 2 7-2 2 8-4 2 7-4 2 67 2 4-Vy, 14 gi.staples,7/jr,'crown
__ - C. Building width is measured perpendkular to the ridge.Tor widths between those shown,spans are permitted to be interpolated. I
1 _2 -9_3 10-7 -2 A 3 2 S-4 2 0-8 2 8-6 2 7-7 2 (1,NJ-Nlimberofjicksturk re wired to slipporl each PrI4."'firre.the ninfiber of requiredjack shid,;-,qiials one,the headerls,permitted to be supported b,;an 120d common(.1*x 0.1921;or
11 9 2 1 103 ME each laver as follows:32"o.c.
8 3-0 1 2-�R 1 3-5 1 2-11 1 2-7 2 approved fMMI"-3TIC110F atfachod to flip hill-helght will slits and to the header, I at top and bOtlom and staggered.
4 1 3-10 1 33 1 3 1 3-1 2 e, Use 30ii-fground snow load for cages InvAdclipromil snow load I-, than 30 p4and dir,roof lice load is eqnil to orlmsthan 20 p,;f. I lod tx)x 0 0.128 I;or 24"o.c.face nail at top slid bottom
Bollt-up qITdc,rs and beams,2-Inch lumber 13"y 0.131'nail-, slipq('red on o[.1iosire sides I Issue for Bid 01.08.19
1-2 I� L 2 33 2 54 2 311 2 31 2.
1 42 27
- Date
Z-? 4 i 2-8 1 2-4 1 ?.1 1 2-7 1 2-3 1 2-0 1 2-5 1 2.1 1 .10 1 And: No. Issue
I -20d common(4'y 0.192');or
2-2 6 3 11 1 35 2 2 34 2 3-0 2 3-6 2 3-1 2 29 2 2
2 3 10 13-loci box(3"),0.128):or race nail at ends and al each splice
T.2. 8 5-0 2 4 1 2 3-10 2 4.10 2 42 2 3-9 2 4-6 2 3111 2 36 2 730 Bay Avenue
A-3'y 0.131'nalls
eillof 2-2x10 j 6-1 2 5-3 1-1 2 5:1 2 4-T 3 5-6 2 4-9 2 4-3 3
Roof,c 1- 2 4 __j -4�l6d box(:I v 0.13 5):or East Marion NY 11939
and one civar 5,5 3 6-10 2 5-11 3 54 3 2
spin floor 'I 22XI2 7-1 2 61 3 _2 5 1 3 1 28 Ledger strip supporting joists or riflers 113,116d cornmoll,(3 1/7 0.16 2'):or At each joist or rafter,face nail i -- I Parcel: 1000-31-8-13.1
------T� 2 -10 2" 6.1 2 5 2 48 2 5-7 2 4-11 2 4 5 2 1 4-I Od box(3%�0.12 8):or
37.8 6-3 2r
4-Vx 0.131'nalh
32x10 7.7 2 67 2 5-11 2 7.5 2 155 2 59 2 610 2 60 2 54 2 1
29 Bridging 2-1 Od(3",0.128 1 Each end,toe nall
3,2 X 12 8-10 2 78 z 6-10 2 87 2 7.5 2 68 2 7.11 2 611 2 63 ? g,lojoist
6-3 2 5 7 -- -H Schedules Typical Details
;_4 ?.-8 T2 -1 2 7-0 1 61 2 55 2 6-6 1 5-8 2 5.1 2 SPACING OF FASTENERS
ITEC' DESCRIPTION NUMBER AND
42xI0 So 2 7-7 2 6-10 2 87 2 7-5 2 6-7 2 7-11 2 6.11 2 62 2OF BUILDING ELEMENTS TYPE OF FASTENER" suOnctres)hpportsc.e scale: as noted
_2 OF 2 7-1 t 2 911 2 87 9-2 2 80 2 7-2 2 1
_iT;-1 2 (Inchos)
VJOOd SITUCII.Iral panels,50floor,root and Interior wall sheathing to framing and particleboard wall sheathing to framing
(see Table 8602.3(3)for wood structural panel exterforwall sheathing Iowan framingl
Od co-rinion(2`x 0.113')nall(-ubflml.,wall), 6 12'
30 1/8% 1?, co:nIncin(2117'X 0.131)nall(roon
j8d common nall( !?'x0.131 ) 6 12 0) co"
32 1')ll 1'14 10d common(3'x 0.148)nall:or 6 12
i8d(211�,"v 0.131)reformed rill
1/Z"structural cellulosic fibertioird I'le ,Other w3llsheathing9 STAM AND SIGNAT RE DATE:
12'gah-itilied roofltr
,,,nill 1/16'hpid
33 sheathing diameter,or I"crown staple
laple 16 pa.,I I i,4 lonq 1 6 E ARC'`-
3
t?C 01.08.19
_�'62"structural ceilLI1051C I" 6
3.1 14"galvanized roofing nail"/ 'licad dianie-
filwi-board sheathing ter,or I"crown staple ,long 0 PROJECT CODE:
16 va.,11 1,4 3 6
0 730BA
35 1/2"p�-psuln sheathingd 1'12"Val"ItIled toofir1V TIAII,StaPle RAI%'31117cd, 7 7
0 "s S
-2"1 IT':11/4 screws,Type IV or,) - DRAWN BY:
4"Ion screws,Tylv WorS 7
'S g;
gah-inliedroofirro 11,stnplegilvint
36 5/,,-g�rurn sheaifiitil� 15 ,ni Tel 7 IVIK
Wood structural panels,combination subiloor undarlaymenfloitrarritrig
37 314"and less Od deformed(2"x 0 120)nail;or 12 0381 BI) C) SHEET.
18d common(2117'x 0.131)nall
38 Sd coninion(21/2'>'0.1311 nall:or 6 12 0
18d deformed(211?, Y 0.120 1 nall
2
Sri
poplar C 3-
3_
#VARIES-,�r- _�!
Ap IF rH
60 OLE 17 L
PER-ENT or STL
MUST
13E DOUBLE A
UCC SS IV STUDS
;ORF E E S
2 6 D
X
poplar
r
pla
34 Fa
casing,
71'D
0 8 o
/ "- 110d common(3'x 0.148 nall:or 6 12 All drawings and written material appearing herein constitute original and
a
Rd deformed(2112'x 0.1201 nall unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect. Order#2824 Page 2
LEGEND
EXISTING CONSTRUCTION TO REMAIN.
r EXISTING CONSTRUCTION TO BE DEMOLISHED
II �\ EXISTING DOOR AND FRAME TO BE
II \ DEMOLISHED
I I
u
WIDEN EXISTING OPENING
BETWEEN FOYER AND KITCHEN O O
BY REMOVING PORTION OF
UP
LOAD BEARING PARTITION. O EXISTING DOOR AND FRAME TO REMAIN
IN EXISTING LOCATION
I— OE EXISTING WINDOW TO REMAIN,TYP.
TEMPORARY SHORING WALL AT ~ "'
a.
ENLARGED OPENING, MINUMUM
OF 2X6 FRAMING AT 16"O.C.
WITH DOUBLE TOP PLATE AND
SINGLE BOTTOM PLATE. NAIL 1X4 I I I l
DIAGNAL BRACE FROM TOP f— — — — — — ( WIDEN EXISTING OPENING
PLATE TO BOTTOM PLATE. I I I I BETWEEN FOYER AND KITCHEN
—— — — — — — — I I BY REMOVING NON LOAD
REMOVE EXISTING BASEMENT voll BEARING PARTITION.
STAIRS AND HANDRAIL IN J L— — — —— — —
PREPERATION FOR NEW STAIRS I I O
AND HANDRAIL. I I
AT BASEMENT, REMOVE I III TEMPORARY SHORING WALL AT
EXISTING STAIR JOIST HEADER I I NEW OPENING, MINIMUM OF 2X6
IN PREPERATION FOR r — 1 I I KITCHEN
IE FRAMING AT 16"O.C. WITH
EXPANEDED STAIR OPENING. U I REMOVE ALL CABINETS, SOFFITS, DOUBLE TOP PLATE AND SINGLE
SEE CONSTRUCTION PLAN FOR — — —— — ( WALL PANELING, PLUMBING FIXTURES
NEW FRAMING. G.C. TO _ _ _ I _, I AND RADIATORS. REMOVE PLUMBING BOTTOM PLATE. NAIL 1X4
PROVIDE SHORING AS NEEDED. —�—-—-—- - I FIXTURE BACK TO VALVE/RISER,TYP. I DIAGNAL BRACE FROM TOP
2. EXISTING APPLIANCES TO BE SAVED I — — — — PLATE TO BOTTOM PLATE.
FOR RE-USE EXCEPT FOR EXISTING
REMOVE EXISTING BASEMENT \ \ �r " WASHER WHICH IS TO BE REMOVED AND
\\ DISCARDED. REMOVE AND SAVE EXISTING REMOVE EXISTING WINDOW AND
DOOR AND SURROUNDING NON
\\ I I 3. EXISTING WOOD FLOORING TO REMAIN I FRAME TO ROUGH OPENING
LOAD BEARING PARTITION. r \ / GAS RANGE. EXISTING GAS AND ADJACENT EXTERIOR LOAD
I. \ FOR REFINISHING AND RE-USE. I VALVE TO REMAIN.
AT BASEMENT, REMOVE PORTION \ 4. EXISTING FINISH CEILING TO REMAIN. BEARING PARTITION.
OF EXISTING DOUBLE FLOOR JOIST I I I I I — — — —
TRIMMER IN PREPARATION OF NEW
TAIL JOIST FRAMING. SEE
CONSTRUCTION PLAN FOR NEW I I I D II J I
FRAMING. G.C. TO PROVIDE
SHORING AS NEEDED.
- - -- - -
I�`�IMT- - -T
—
REMOVE EXISTING WINDOWS //
AND FRAMES TO ROUGH I I Ili" L - - - - - - � /// ' ' '
REMOVE EXISTING LANDING AND
OPENING. PREPARE ROUGH
STEPS.
OPENING FOR NEW WINDOWS.
C REMOVE EXISTING DOOR AND
I I EXISTING NG HEAADER TOO REMAIN.
TEMPORARY SHORING WALL AT
NEW WINDOW/DOOR OPENING, r �
MINIMUM OF 2X6 FRAMING AT 16" � 4 I I I PREPARE ROUGH OPENING FOR
O.C. WITH DOUBLE TOP PLATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r -- -
NAIL 1X4 DIAGNAL BRACE FROM
� r - -
IN-FILL PARTITION.
I
AND SINGLE BOTTOM PLATE. I —_ - - - _ _ _ _— � __ L — �]
l r _ J L _ _ _ - - _ _ _ _ - -
TOP PLATE TO BOTTOM PLATE.
I IIIc -- - - - - - - -- - - —
1 I III I
l III REMOVE EXISTING WINDOW AND
r.. . ...,m ,a_.w_... ._w.., ,.,..... m...�.._ (....M. I I FRAME TO ROUGH OPENING.
EXISTING HEADER TO REMAIN.
_ _ _ _ SAW CUT PORTION OF WALL
— — — ——1— — — — — ——�— — BELOW FOR NEW WINDOW
HEIGHT, SEE ELEVATIONS FOR
HEIGHT INFORMATION. PREPARE
I ROUGH OPENING FOR NEW
L ---- - - - - - -- - - -- - - -- � WINDOW REPLACEMENT.
I
REMOVE EXISTING WINDOW AND I I REMOVE EXISTING NON-LOAD
BEARING INTERIOR CLOSET
FRAME TO ROUGH OPENING
AND ADJACENT EXTERIOR LOAD PARTITIONS.
BEARING PARTITION.
I
ARCHITECT:
REMOVE EXISTING NON-LOAD
— —— — — —— — — ——
— — — — BEARING INTERIOR PARTITIONS. Michael KOnOW AI"ChitCCt
8 Wallick Close
Scarsdale, NY 10583
917-776-2380
i-+ REMOVE EXISTING WOOD DECK NY Architecture Reg. No: 038189
ON GRADE.
DEMOLITION NOTES
DEMOLITION NOTES:
1.SAFETY CONDITIONS SHALL BE MAINTAINED AT ALL TIMES,AND THE CONTRACTOR
SHALL USE ALL PRECAUTIONS NECESSARY,SUCH AS SUITABLE GUARD RAILS,BARRIERS, 1 Issue for Bid ate 19
L- --- - -- - - -- - -- - - - -- - - -- - - - - - - -- - - - -- - - - ' - - -- - - -- - - -J D
No. Issue Date AND WARNING LIGHTS NECESSARY TO PROVIDE NECESSARY PROTECTION FOR THE
OWNER,THE PUBLIC,AND INSPECTORS VISITING THE SITE 730 Ba Avenue
,) First Floor Demolition Plan 2.DEBRIS CONTROL SHALL BE MAINTAINED AT ALL TIMES,AND THE CONTRACTOR SHALL Y
PROVIDE ALL NECESSARY DROP CLOTHS,DUST SCREENS,CHUTES AND WATER SPRAYS East Marion, NY 11939
Scale: 1/2" = 1�-��� NECESSARY TO MAINTAIN AND LIMIT DUST TO THE LOWEST POSSIBLE LEVELS
PRACTICAL. SHINGLES AND OTHER DEBRIS SHALL BE PREVENTED FROM FALLING OR Parcel: 1000-31-8-13.1
BEING BLOWN ONTO ADJACENT AND NEIGHBORING PROPERTIES. DISPOSAL OF DEBRIS
SHALL BE REMOVED FROM THE SITE IN APPROVED CARRIER TO LEGAL DISPOSAL SITES
ALL IN ACCORDANCE WITH LOCAL ORDINANCES AND APPLICABLE ENVIRONMENTAL Demolition Plan
REGULATIONS, SCa�e: 3/8" = 1�-0��
3.ADJACENT PROPERTIES AND OWNER'S PROPERTY SHALL BE PROTECTED FROM
DAMAGE AT ALL TIMES. ALL SHRUBBERY AND TREES IN WORKING AREAS SHALL BE
PROTECTED BY THE USE OF APPROPRIATE BARRIERS AND/OR GUARD SHIELDS OF
ADEQUATE STRENGTH TO PROTECT SAME. CONTRACTOR IS TO RESTORE AND J)
CORRECT ALL DAMAGE CAUSED IN THE PERFORMANCE OF HIS WORK USING MATERIALS
AND WORKMANSHIP MATCHING THE QUALITY AND TYPE OF THE DAMAGED AREA OR
ITEM.
4. ALL ITEMS OF DEMOLITION MATERIALS ARE TO BE BROKEN DOWN INTO APPROPRIATE
SIZES CONVENIENT FOR HANDLING AND REMOVAL. DEMOLITION IS TO BE EXECUTED IN
SUCH MANNER AS TO PROVIDE CLEAN SUBSTRATES FOR NEW WORK,FREE OF ANY STAMP A D SIGN DATE:
OBSTRUCTIONS OR DAMAGE TO WORK THAT IS TO REMAIN. ALL AREAS THAT ARE D01.08.19
INVOLVED IN DEMOLITION SHALL BE SECURED BY A BARRIER(PLASTIC)TO PREVENT THE
SPREAD OF DEBRISIDUST INTO OTHER LOCATIONS. G\A E K iy0 PROJECT CODE:
5.SHORING IS TO BE PROVIDED WHERE DEMOLITION OF EXISTING(PARTITION REMOVAL) �s n 730BA
OR OTHER ELEMENTS ARE REQUIRED. SHORING SHALL BE PROVIDED OF ADEQUATE � r
FRAMING AND TIMBERS WITH LOADS SPREAD ADEQUATELY AT THE BASE TO PROTECT
DRAWN BY:
THE EXISTING STRUCTURE FROM DAMAGE. SHORING IS TO REMAIN IN PLACE UNTIL
REMOVED STRUCTURAL ITEMS ARE REPLACED WITH NEW MATERIALS. tv,,�. MK
6. REMOVE ALL EXISTING WATER,WASTE AND VENT PIPING NOT TO BE REUSED BACK TO
SOURCE, FIELD VERIFY. '9j 0381 B) OQ SHEET:
7.REMOVE ALL EXISTING ELECTRICAL WIRING NOT TO BE USED BACK TO THE SOURCE, OF NE\N
FIELD VERIFY.
All drawings and written material appearing herein constitute original and
unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect. Order#2824 Page 3
li
LEGEND
_ I
� � I
EXISTING CONSTRUCTION TO REMAIN
— — I -EXISTING 2X6 WOOD STUD FRAMING WITH INTERIOR
I
AND EXTERIOR FINISHES TO REMAIN.
� � I
ONEW EXTERIOR LOAD-BEARING PARTITION
I
-WOOD CLAPBOARD SIDING TO MATCH EXISTING
I - PERMEABLE WATER-RESISTIVE BARRIER, 30#
I BUILDING FELT OR APPROVED HOUSE WRAP, WITH
NEW HEADER. I HORIZONTAL OVERLAPS IN THE MEMBRANE OF NOT
E
2-2X6 WITH 1 JACK STUD E PER II NOT LESS THAN 6 INCHES.
q LESS THAN 2 INCHES AND VERTICAL OVERLAPS OF
END. PER TABLE R602.7(2). UP O
O CASED i -3/4"THICK CONTINUOUS WOOD STRUCTURAL
EXTERIOR GRADE PLYWOOD SHEATHING PANELS.
EXISTING STAIRS TO REMAINI - PENIN — — — — — — _ — — — — i -2X6 WOOD STUD WALL FRAMINING 16"O.C.WITH
DOUBLE TOP PLATE AND SINGLE PT BOTTOM PLATE.
5-1/2" OWENS CORNING KRAFT FACED THERMAL
— — — — — — — — — — — —
FIBERGLASS
SULATION (R-VALUE
AT
AT BASEMENT, NEW TAIL JOIST -� I B5/8T GYPSUM WALL BO RD WITH MAXIMUM)
FRAMING FOR WINDER STAIR
SPACING OF SCREW FASTNERS OF 16 INCHES PER
OPENING. MATCH EXISTING
JOIST SIZE AT BASEMENT. I I I TABLE R702.3.5. SCREWS SHALL BE TYPE S OR W
PER ASTM C 2 AND SHALL BE
NEW WHITE OAK WINDER STAIR LONG TO PENETRATE WOOD FRAMING NIOT LESS
AND HANDRAIL TO BASEMENT 1f-Oft I THAN 5/8 INCH.
TO BE REBUILT IN EXISTING I i RANGE HOOD EXHAUST
STAIR LOCATION. HEADROOM I i I • RANGE HOOD SHALL EXHAUST TO THE OUTDOORS
AT BASEMENT STAIR SHALL NOT I i I THROUGH A SMOOTH AIR TIGHT DUCT WITH BE= NEW INTERIOR NON LOAD-BEARING PARTITION
BE REDUCED BELOW EXISTING z o I I BACK-DRAFT DAMPER AND SHALL BE INDEPENDENT -2X4 AND 2X6 WOOD STUD WALL FRAMINING 16"O.C.
STAIRWAY FINISHED — OI OF ALL OTHER EXHAUST SYSTEMS. WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE.
I • EXHAUST DUCTS SHALL TERMINATE NOT LESS THAN -5/8" GYPSUM WALL BOARD ON BOTH SIDES WITH
HEADROOM. i _ I 3 FEET FROM THE PROPERTY LINE; 3 FEET FROM MAXIMUM SPACING OF SCREW FASTNERS OF 16
, \ I I _ WALhINE i i OPERABLE AND NONOPERABLE OPENINGS INTO THE INCHES PER TABLE R702.3.5. SCREWS SHALL BE
+ BUILDING AND 10 FEET FROM MECHANICAL AIR TYPE S OR W PER ASTM C 1002 AND SHALL BE
' f I ;if
E i LU
INTAKES. SUFFICIENTLY LONG TO PENETRATE WOOD
1O O FRAMING NOT LESS THAN 5/8 INCH.
AT BASEMENT, NEW DOUBLE
JOIST HEADER FOR WINDER N ( iO �O ------------ i I
STAIR OPENING. MATCH i i NEW HEADER.
EXISTING JOIST SIZE AT DN 11 2X10 WITH 3- 2 JACK STUDS PER
I END. PER TABLE R602.7(1). O NEW DOOR, FRAME&HARDWARE. SEE
BASEMENT. DOOR SCHEDULE FOR DETAILS
I I
AT BASEMENT, NEW DOUBLE I I
FLOOR JOIST STAIR TRIMMER I w
FOR WINDER STAIR OPENING z I
TIED TO EXISTING BEAM AND
FOUNDATION WALL. MATCH 2 1 - -- ----------- I 1/2 O EXSITING DOOR FRAME&HARDWARE TO REMAIN.
/ O I I I _
EXISTING JOIST SIZE AT ` I A201 i A201 M A302
BASEMENT.
� II
--
w OE EXISTING WINDOW TO REMAIN,TYP.
NEW CASEMENT WINDOW. I ? i i I EQ EQ
NEW PICTURE WINDOW. LU
I I
-—'—-—-—-—- -—- # NEW WINDOW. SEE WINDOW SCHEDULE FOR
� Y
Z Z -------------- -------------- DETAILS.
Cn I � ------------ --- II--------
C
1 I a) U II I NEW OUTSWING FRENCH
oo I i II I DOORS.
NEW HEADER. I II I 1
3-2X8 WITH 2 JACK STUDS PER II I
END. PER TABLE R602.7(1). ------------ I ; ---------II---------�
----------J _—DRYER _�L_WASHER_J I 1
KITCHEN 1
1. NEW KITCHEN CABINETS, i _~ L i
REFRIGERATOR, DISHWASHER, RANGE — 4 NEW PRESSURE TREATED WOOD DECK AND STEPS 28"ABOVE GRADE.
HOOD AND COUNTERS. A2O1
w I ALL SURFACES LESS THAN 0 CONST UCTED IN ACCORDANCE
VE GRADE.
2. EXISTING RANGE TO BE
WOOD FRAMED DECKS SHA
CONNECTED TO EXISTING GAS VALVE. o I i
rJ WITH SECTION R507 OF THE RCNYS. WHERE SUPPORTED BY
3. NEW SINK, FAUCET AND D/W TO BE A201� ( � � -
CONNECTED TO EXISTING PLUMBING ATTACHMENT TO AN EXTERIOR WALL, DECKS SHALL BE POSITIVELY
SUPPLY, WASTE&VENT LINES. I i � i
O ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR
VERTICAL AND LATERAL LOADS. SUCH ATTACHMENT SHALL BE NOT
- BE ACCOMPLISHED BY THE USE OF TOENAILS SUBJECT TO
______ WITHDRAWAL. WHERE POSITVE CONNECTION TO PRIMARY BUILDING
-- --------------------------
STRUCTURE CANNOT BE ACCOMPLISHED DECK SHALL BE SELF
- - - I - SUPPORTING.
-- -I - - -- - - ---- 1---------- - ------------ -- - --
I I 1
1/Z
A301 2 NEW CASEMENT WINDOW.
- -
� I- II
LAUNDRY ROOM
NEW OUTSWING FRENCHI
1. INSTALL NEW WASHER AND DRYER SIDE BY SIDE.W/D
J
DOORS. TO BE SUPPLIED BY EXISTING PLUMBING OWNER. O
SUPPLY,WASTE&ENT LINES.
CONNECTED BE TO
I _ _ WASHING MACHINE
NEW HEADER. FRENCH DOORS
• THE DISCHARGE FROM CLOTHES WASHING
3-2X8 WITH 1 JACK STUDS PER -
MACHINE SHALL BE THROUGH AN AIR BREAK PER
END. PER TABLE R602.7(1). SECTION P2718.1.
0
PROVIDE OATEY QUADTRO WASHING MACCHINE ARCHITECT:
o - - -- - OUTLET BOX OR EQUAL.
DRYER Michael Konow Architect
• PROVIDE NEW GAS BRANCH LINE AND SHUTOFF 8 Wallick Close
VALVE PER CHAPTER 24 OF RCNYS.
• EXHAUST DUCTS SHALL TERMINATE ON THE
cars a e, NY 10583
- - -- - - - OUTSIDE OF THE BUILDING NOT LESS THAN 3 FEET IN
917-776-2380
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PV
� ANY DIRECTION FROM OPENINGS INTO THE BUILIDNG NY Architecture Reg. No: 038189
AND SHALL BE EQUIPPED WITH A BACKDRAFT
�I DAMPER.ALL WORK TO COMPLY WITH SECTION
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M1502.4.1 THROUGH M1502.4.7.
a �
3
- - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ - _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ - _ -
UP (4) 7" RISERS
1 Issue for Bid 101.08.19
No. Issue Date
1 First Floor Construction Plan 1/2 730 Bay Avenue
Scale: 1/2�= V 0" A303 East Marion, NY 11939
Parcel: 1000-31-8-13.1
DOOR SCHEDULE All Doors and Hardware to be Supplied and Installed by GC. WINDOW SCHEDULE All Windows to be Supplied and Installed GC. CONSTRUCTION NOTES
G.C.TO CONFIRM ALL ROUGH OPENING DIMENSIONS AND COOO GC.
WINDOW SIZE ORDER, Construction Plan
NUMBER LOCATION/DESCRIPTION SIZE THICK JAMB HEAD SILL HARD DOOR SPECIFICATIONS/NOTES NUMBER LOCATION I DESCRIPTION SIZE SPECIFICATIONS/NOTES 1.ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE ADOPTED BY
NESS DETAIL DETAIL DETAIL WARE FINISH NEW YORK STATE AND ALL OTHER APPLICABLE CODES. scale: 1/2" = V-0"
ANDERSEN A-SERIES OUTSWING FRENCH DOORS KITCHEN I U-FACTOR=0.23 SHGC=0.31 411/4"x 391/4" ANDERSEN A—SERIES CASEMENT&PICTURE WINDOWS 2.THE DRAWINGS AND NOTES ARE INTENDED TO BE COMPLETE.SHOULD ANYTHING BE
O OMITTED FROM THE DRAWINGS,NECESSARY TO THE PROPOER CONSTRUCTION OF THE
EXTERIOR DOOR-DINING ROOM MODEL#FWOD NEW WINDOW IN NEW OPENING (APW3634) MODEL#ACW-CASEMENT I APW-PICTURE WORK, HEREIN DESCRIBED,IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY THE
71 114"x 82 3/8" 1 314" 99
1 U-FACTOR=0.26 (FWHOD60611) EXTERIOR FINISH-WHITE EXTERIOR FINISH-WHITE ARCHITECT. LaiSHGC=.24 INTERIOR FINISH-BLACK 2 KITCHEN I U-FACTOR=0.24 SHGC=0.26 191/4"x 391/4" INTERIOR FINISH-WHITE 3.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD.ANY d
A -FLAT-WHITE O NEW WINDOW IN NEW OPENING CASING-FLAT-WHITE
CASING I (ACW1834) DISCREPANCIES SHALL BE IMMEDIATLY REPORTED TO THE ARCHITECTBEFORE PROCEEDING.
GLASS -LOW E4 WITH HEATLOCK COATING GLASS -LOW E4 WITH HEATLOCK COATING 4. ALL WOOD FRAMING TO BE EQUAL TO OR EXCEED NO.2 GRADE OF THE SPECIES IN
EXTERIOR DOOR-KITCHEN DIVIDED LITES-NONE DIVIDED LITES-NONE ACCORDANCE WITH CONDITIONS SET FORTH IN AMAERICAN SOFTWOOD LUMBER STANDARD
751/4"x 82 318" LAUNDRY 1 U-FACTOR=0.24 SHGC=0.26 19114"(VIF)x 671/4" DATE:
2 U-FACTOR=0.26 (FWHOD64611) 1 3/4" - - - - - HARDWARE-ALBANY-BLACK FINISH O NEW WINDOW IN MODIFIED OPENING (ACW1858) HARDWARE-CONTEMPORARY-WHITE FINISH (DOC PS 20-99)PUBLISHED BY THE UNITED STATES DEPARTMENT OF COMMERCE. STAMP AND SI NATURE
SHGC=.24 SCREENS-RETRACTABLE INSECT SCREEN SCREENS-TRUSCENE-WHITE 5. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND 01.08.19
ALL OTHER REQUIREMNETS OF THE APPLICABLE U.S.COMMERCIAL STANDARDS FOR THE
3 LAUNDRY SWING 2'-10"x6'-8" 13/4" MATCH EXISTING HOUSE DOORS HW1 PNT-3 SOLID CORE WOOD DOOR INSULATION AND FENESTRACTION REQUIREMNETS TYPE AND SPECIES OF PLYWOOD AND BE SO IDENTIFIED BY AN APPROVED AGENCY. 5'C ,ED RC,S� PROJECT CODE:
6.SEE SHEET A002 FOR FASTNER SCHEDULE FOR STRUCURAL MEMBERS AND LIMITATIONS �,E O T
PER TABLE N1102.1.2 (R402.1.2) ON NOTCHING AND BORED HOLES IN WOOD FRAMING. ��G Np 730BA
4 BASMENT SWING 2'-10"x6'-8" 1314" MATCH EXISTING HOUSE DOORS HW2 PNT-3 SOLID CORE WOOD DOOR CLIMATE FENESTRATION GLAZED CEILING WOOD FRAME FLOOR 7.THE ENTIRE WORK SHALL BE ACCURATLEY FRAMED PLUMB,LEVEL AND TRUE.UNLESS Q -�
ZONE U-FACTOR FENESTRATION SHGC R-VALUE WALL R-VALUE R-VALUE OTHERWISE NOTED OTHERWISE ON PLAN,ALL FRAMING MEMBERS TO BE 16"O.C. rr DRAWN BY:
LIGHT AND VENTILATION REQUIREMENTS 8.ALL WINDOW AND DOOR OPENINGS,UNLESS OTHERWISE INDICATED,SHALL HAVE STUDS * �'� d MK
INTERIOR DOOR HARDWARE 4A 0.35 0.40 49 20 OR 13+5 19 DOUBLED ON JAMBS. �-
9.INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BE �J SHEET:
H W 1 SWING DOOR-LAUNDRY&BASEMENT ROOM SQ.FT. GLAZING AREA NATURAL VENTILATION AREA NOTESICOCEILING WITHOUT ATTIC SPACES-WHERE SECTION N1102.1.2 WOULD REQUIRE INSULATION LEVELS ABOVE R-30 AND THE DESIGN OF THE ROOFICEILING ASSEMBLY MENTS FIBERGLASS BATTS,SIZE AS INDICATEDON DRAWINGS WITH A VAPOR BARRIER ON THE 9T �F NE�'1 0�
HEATED SIDE.PACK ALL SPACES AROUND WINDOWS AND DOORS WITH INSULATION.ALL F 't
HINGES: 1112 PAIRS HINGES PER DOOR TO MATCH EXISTING HOUSE DOORS DOES NOT ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION,THE MINIMUM REQUIRED INSULATION FOR SUCH ROORCEILING ASSEMBLIES SHALL BE R-30. INSULATION SHALL BE SIZED,LOCATED AND INSTALLED IN ACCORDANCE WITH N.Y.S.
KITCHEN 200 S.F. 36 S.F.=18%OF FLOOR AREA 46 S.F.=23%OF FLOOR AREA THIS REDUCTION SHALL BE LIMITED TO 500 SQAURE FEET OR 20 PERCENT OF THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS. ENERGY CODE. All drawings and written material appearing herein constitute original and
KNOB/LOCK: KNOB,AND PASSAGE LOCKSET TO MATCH EXISTING NOOSE DOORS unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect. Order#2824 Page 4
I`
LEGEND
I
EXISTING CONSTRUCTION TO REMAIN
NEW EXTERIOR PARTITION
I
I
REFINISH EXISTING WOOD NEW INTERIOR PARTITION
I
FLOOR TO MATCH 2ND FLOOR
FLOORING.
I
I
REFINISH EXISTING WOOD
UP FLOOR TO I FLOORING MATCH 2ND FLOOR
I
I
I
I
I
I
f � I
� � I
� I
� � I
REFINISH EXISTING WOOD
FLOOR TO MATCH 2ND FLOOR
e FLOORING.
I
zliz
I
� I
I
� 4z ' I
------------ I
DN
I
I
� e I
i
- - - - --------------
-----------
-------
- --
--------
--------------
' 1 �
REFINISH EXISTING WOOD II I
FLOOR TO MATCH 2ND FLOORII I I
FLOORING. PATCH FLOORING AS -`-_______ II I
NEEDED DUE TO ALTERATIONS. -------- /
. ---------� --------- L--------J J
zz
REFINISH EXISTING WOOD
-71 r FLOOR TO MATCH 2ND FLOOR
FLOORING. PATCH FLOORING AS
NEEDED DUE TO ALTERATIONS.
I - I
L--- --- ---- ----- -' -------- ------ - - '-------- ---- --------------- - A
I
INSTALL NEW HYDRONIC
\``_ J
EXISTING FLOOR IN KITCHEN
AND LAUNDRY.
- - - ARCHITECT:
- -- - - - Michael Konow Architect
NEW PRESSURE TREATED WOOD DECK AND STEPS. 8 Wallick Close
- - - - -
Scarsdale, NY 10583
917-776-2380
NY Architecture Reg. No: 038189
- - - - - - - - --- - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -
UP (4) 7" RISERS - - - - - - - - - - - - - - 1 Issue for Bid 01.08.19
No. Issue Date
First Floor Flooring Plan 730 Bay Avenue
Scale: 1/2" _ V-0° East Marion, NY 11939
Parcel: 1000-31-8-13.1
Flooring Plan
scale: 1/2" = 1'-0"
STAMP ANY SIGNATUR DATE:
01.08.19
E qR
L O Cy� PROJECT CODE:
'L0�F� 730BA
Q �A 'h
;j DRAWN BY:
MK
�J 43 ` Q1 SHEET:
9T ass9
OF N ECJ y0
All drawings and written material appearing herein constitute original and
unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect. Order#2824 Page 5
LEGEND
EXISTING CONSTRUCTION TO REMAIN
I
I
NEW EXTERIOR PARTITION
I
NEW INTERIOR PARTITION
I
I
AREA OF REPAIRED OR NEW GYPSUM BOARD AT
CEILING DUE TO DEMOLITION WORK.
I
E # EXISTING CEILING HEIGHT IN FEET& INCHES TO REMAIN
I
I
LF1 L NEW RECESSED REMODEL HOUSING LED DOWNLIGHT
I FIXTURE-SUPPLIED BY OWNER AND INSTALLED BY G.C.
I
LF2 NEW SURFACE MOUNTED CEILING FIXTURE W/HIGH
I EFFICACY LAMP-SUPPLIED BY OWNER AND
I INSTALLED BY G.C.
I
LF3 NEW SURFACE MOUNTED INTERIOR WALL SCONCE
TO EXISTING (4D) , FIXTURE W/HIGH EFFICACY LAMP-SUPPLIED BY
BASEMENT I OWNER AND INSTALLED BY G.C.
'LIGHT _ LF4 NEW SURFACE MOUNTED EXTERIOR WALL SCONCE
LF1; LF1 i OPENING I FIXTURE W/HIGH EFFICACY LAMP-SUPPLIED BY
\ I I j , OWNER AND INSTALLED BY G.C.
II
LUTRON DIVA DIMMER SWITCH W/CLARO WALLPLATE
IN WHITE(WH)-COORDINATE WITH LIGHT LOAD TYPE.
SUPPLIED AND INSTALLED BY G.C.
Uj LUTRON DIVA 3-WAY DIMMER SWITCH W/CLARO
�LF1 I 3D I WALLPLATE IN WHITE(WH)-COORDINATE WITH LIGHT
LOAD TYPE.SUPPLIED AND INSTALLED BY G.C.
Oco 0
LF3 i WEMO WEMO SMART PROGRAMMABLE LIGHT SWITCH FOR
EXTERIOR LIGHTS ONLY W/CLARO WALLPLATE IN
WHITE (WH)-COORDINATE WITH LIGHT LOAD TYPE.
1 jLF1 / I SUPPLIED AND INSTALLED BY G.C.
LF1
L---
4_:_41L--- / ,
F/-------=--
I �• I I
h - ----- - - - --------------- ---�
WEMOG.
LF1�J E(E) 8'-0"
� iUj / l
�WINDOW / SINK / J LF3
- I i LF4 I
I
� LLJ
;LF1
LF2 ---
- I
I ----------------------------- NEW EXTERIOR LIGHT:
I
LIGHT TO BE LOCTAED AND LAMPED TO
--
J I \ E 8'-0" PREVENT EXCESSIVE LIGHTING, ENERGY
\\\\\
� WASTE, GLARE, LIGHT TRESPASS AND
i LF1 I UNNECESSARY SKYGLOW.
F2 �DOOR i i LIGHT SHALL NOT CAUSE LIGHT TRESPASS
D \ I I AND SHALL PROTECT ADJACENT PROPERTIES
— — i FROM GLARE AND
� I � EXCESSIVE LIGHITNG.
• LIGHT TO BE INSTALLED AT THE LOWEST
HEIGHT AND THE LOWEST ILLUMINANCE
LEVEL NECESSARY TO SAFELY LIGHT THE
I
AREAS FOR THE PROPOSED USE.
LF4 _ _---_-_---_i LF4_ _ ____ ______J • LIGHT TO HAVE MOUNTING HEIGHT OF 8'-0"
AND A MAXIMUM LUMEN LEVEL OF 600-1,600
-- -------
\ LUMENS SUPPLIED FROM AN LED SOURCE.
• LIGHT SOURCE SHALL NOT EXCEED 3,000
KELVIN.
• MAXIMUM ILLUMINANCE AT THE PROPERTY
LINE MAY NOT EXCEED 0.05 FOOTCANDLE.
• LIGHT TO BE FULL CUT OFF OR FULLY ARCHITECT:
FRENCH DOORS SHIELDED FIXTURE.
• LIGHT TO BE CONTROLLED BY WEMO SMART Michael Konow Architect
PROGRAMMABLE LIGHT SWITCH.
NEW EXTERIOR LIGHTS: 35-15 78th Street, #42
Jackson Heights, NY 11372
I
• LIGHT TO BE LOCTAED AND CAMPED TO I I
PREVENT EXCESSIVE LIGHTING, ENERGY EXISTING SURFACE MOUNTED EXTERIOR LIGHT TO NY Architecture Reg. No: 038189
WASTE, GLARE, LIGHT TRESPASS AND ; ; BE REMOVED
UNNECESSARY SKYGLOW.
• LIGHT SHALL NOT CAUSE LIGHT TRESPASS
AND SHALL PROTECT ADJACENT PROPERTIES
FROM GLARE AND EXCESSIVE LIGHITNG.
I
• LIGHT TO BE INSTALLED AT THE LOWEST � LIGHTING EQUIPMENT REQUIREMNETS
HEIGHT AND THE LOWEST ILLUMINANCE
LEVEL NECESSARY TO SAFELY LIGHT THE ; PER SECTION N1104 (R404)
AREAS FOR THE PROPOSED USE. NOT LESS THAN 75%OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE ; 1 Issue for Building Permit 11.04.16
• LIGHT TO HAVE MOUNTING HEIGHT OF 6-0" HIGH-EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED No. Issue Date
AND A MAXIMUM LUMEN LEVEL OF 500-1,000
i FIXTURES SHALL CONTAIN HIGH-EFFICACY LAMPS. � Sto I o row / Howe Residence
LUMENS SUPPLIED FROM AN LED SOURCE. I--------------------------------------------------------------------------
• LIGHT SOURCE SHALL NOT EXCEED 3,000
KELVIN. First Floor Reflected Ceiling Plan 125 Sutton Manor Road
• MAXIMUM ILLUMINANCE AT THE PROPERTY
New Rochelle, NY 10801
LINE MAY NOT EXCEED 0.05 FOOTCANDLE.
Scale: 1I2" = 1'-0" Section 1 , Block 96, Lot 0010
• LIGHT TO BE FULL CUT OFF OR FULLY
SHIELDED FIXTURE. Reflected Ceiling Plan
• LIGHT TO BE CONTROLLED BY WEMO SMART
PROGRAMMABLE LIGHT SWITCH. scale: 1/2" = V-0"
STAMP AN SIGNUR DATE:
03.24.16
��REp Rc
PROJECT CODE:
125SMR
* DRAWN BY:
* MK
SHEET:
T�0 NON yC
All drawings and written material appearing herein constitute original and
unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect. Order#2824 Page 6
LEGEND
EXISTING CONSTRUCTION TO REMAIN
_ I
NEW EXTERIOR PARTITION
NEW INTERIOR PARTITION
I
I
NEW DUPLEX RECEPTACLE OUTLET&WIRING-
I LUTRON TAMPER RESISTANT RECEPTACLE W/
I CLARO WALLPLATE-WHITE-#SCRS-TR-WH
I
I GFCI NEW GROUND FAULT INTERRUPTER RECEPTACLE
I OUTLET&WIRING- LUTRON TAMPER RESISTANT
I GFCI RECEPTACLE W/CLARO WALLPLATE-WHITE-
UP I #SCR-GFTR-WH
I
I
---------------- I GFCI(WP) NEW GROUND FAULT INTERRUPTER RECEPTACLE
OUTLET&WIRING - IN WEATHERPROOF BOX-
LUTRON TAMPER RESISTANT GFCI RECEPTACLE
----------------
+10
W/CLARO WALLPLATE-WHITE-#SCR-GFTR-WH
I I I
I NEW DUPLEX RECEPTACLE OUTLET AND
I WIRING WITH DEDICATED CIRCUIT FOR
APPLIANCES (LETTER INDICATES USE).
I CONFIRM REQUIRED MOUNTING HEIGHT AND
I I I
LOCATION BASED ON SPECIFICATIONS.
+10"
I I I
I
I I I
I
I
I I
I
I i I
I I I I
I I
GFCI
I I
-------- - I
+42"
DN ' I
I I I
Hood
I
GFCI
+42�� I
-------------
-
---
—————————— —— ———————— —— ————
DW
Range
-----------
-------------------------------
I
I
GFCI -------------- --------------
--------+42" ii +42'
D i 11
11 W GFCI i 1
-- /
I II I
/ I
+42n ---------- ---------J I—---------
I I
GFCI -�—� - - -
I I
I I
I I -
I I
I I
R
I I -
I I I I
I I I I
------------------------------
+10" +10"
------------------------------
8�� -
-— —— —— ————————— —I ———————— ———— —— — I ——_———————————— — — ————— — ———————J
GFClWp - - --
1 I -
ARCHITECT:
Michael Konow Architect
8 Wallick Close
Scarsdale, NY 10583
917-776-2380
NY Architecture Reg. No: 038189
— ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ELECTRICAL NOTES
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELECTRICAL NOTES:
�� 1.THE INSTALLATION OF THE ELECTRICAL SYSTEM,EQUIPMENT,AND COMPONENTS 1 Issue for Bid 01.08.19
— — — — — — — — — — — — — — — — — — — --- — — UP (4) 7 RISERS INCLUDING SERVICE,POWER DISTRIBUTION SYSTEM,FIXTURES,APPLIANCES,DEVICES,AND
— — — — — — — — — — — — — — — — — — — — — — — — — — — — APPURTENANCES,SHALL COMPLY WITH CHAPTERS 34 THROUGH 43 OF THE RESIDENTIAL No. Issue Date
CODE OF NEW YORK STATE. 730 Ba Avenue
2.ELECTRICAL MATERIALS,COMPONENTS,DEVICES,FIXTURES,AND EQUIPMENT SHALL BE y
First Floor Electrical Plan LISTED FOR THE APPLICATION,SHALL BEAR THE LABEL OF AN APPROVED AGENCY AND SHALL East Marion, NY 11939
BE INSTALLED,AND USED,OR BOTH,IN ACCORDANCE WITH THE MANUFACTURER'S Parcel: 1000-31-8-13.1
INSTALLATION INSTRUCTIONS.(SECTION E3403.3)
3.A MINIMUM OF TWO 20-AMPERE RATED BRANCH CIRCUITS SHALL BE PROVIDED TO SERVE
ALL WALL AND FLOOR RECEPTACLE OUTLETS LOCATED IN THE KITCHEN.THE KITCHEN Electrical Plan
COUNTERTOP RECEPTACLES SHALL BE SERVED BY A MINIMUM OF TWO 20-AMPERE RATED Scale: 1/2"
BRANCH CIRCUITS,EITHER OR BOTH OF WHICH SHALL BE PERMITTED TO SUPPLY OTHER
RECEPTACLE OUTLETS IN THE SAME KITCHEN(E3703.2)
4.A MINIMUM OF ONE 20-AMPERE RATED BRANCH CIRCUIT SHALL BE PROVIDED FOR
RECEPTACLES LOCATED IN THE LAUNDRY AREA AND SHALL SERVE ONLY RECEPTACLES
LOCATED IN THE LAUNDRY AREA.(E3703.3) CO) a
5.COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED IN THE
FOLLOWING LOCATIONS:
- IN EACH SLEEPING ROOM
- OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE STAMP A D SIGNATURE DATE:
BEDROOMS. 01.08.19
ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND (E ED RC
HABITABLE ATTICS. ��'G� L k. hid PROJECT CODE:
INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A Q� r Ory �C� 730BA
BATHROOM THAT CONTAINS A BATHTUB OR SHOWER.
SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE BATTERY POWERED * DRAWN BY:
PER SECTION R314.6&R314.2.2 OF THE RCNYS. _ MK
6.ALLOWABLE WIRING METHODS SHALL BE IN A ACCORDANCE WITH TABLE E3801.2.
ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE -y 0381 g9 Q' SHEET:
3801.4.GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS SHALL TF OF NES�O
BE IN ACCORDANCE WITH TABLE E3802.1.
All drawings and written material appearing herein constitute original and
unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect. Order#2824 Page 7
I
II
LEGEND
RANGE HOOD EXHAUST
-RANGE HOOD SHALL EXHAUST TO THE
OUTDOORS THROUGH A SMOOTH AIR TIGHT
DUCT WITH BACK-DRAFT DAMPER AND SHALL
BE INDEPENDENT OF ALL OTHER EXHAUST
SYSTEMS.
-EXHAUST DUCTS SHALL TERMINATE NOT LESS
THAN 3 FEET FROM THE PROPERTY LINE;3
FEET FROM OPERABLE AND NONOPERABLE
___-------- OPENINGS INTO THE BUILDING AND 10 FEET
FROM MECHANICAL AIR INTAKES.
8'-0" - V.I.F.
FIRST FLOOR CEILING
AFF
------------------- --- ------- --------- TOP OF DOORNVINDOW
\ / - ----- - ------------------------ ----- ------- --- 6-2 AFF
C.L.WALL SCONCES
\ / \ INSTALL OWNER SUPPLIED TILE AT
RANGE BA
.. G CK WALL.
\ FLOATING WOOD SHELF AT EACH
a \ SIDE OF RANGE
\ / "
\ / \ -----
31
-6 AFF
C.L. V
OUTLETS ABO E COUNTER
X
rr-- -- - ------------ --- ------- ----------------- 3'-0 AFF
/ \
00 00 000 / Y TOP OF COUNTER
/ \ / BASE CABINETS
�— 0'-0" TOFF - W.F.
2211 2211 3011 22'I 22'I ------------------ --- _—_ _ _— _ ------ FIRST FLOOR
RANGE TOP OF DECK
�KitElevation
1 -0 -0'-29"-W.F.
GRADE
NEW PRESSURE TREATED WOOD DECK
AND STEPS.ALL SIDES TO BE ENCLOSED.
l
Y�
WINDOW & SINK
_r, 8'-0" - V.I.F.
8'-0" - V.I.F.
FIRST FLOOR CEILING FIRST FLOOR CEILING
------------ ----- 6'-8" AFF 6'-10" AFF ---—-—-—-—-—-—- -—-—-— -—- - -—-— ------------- -- 6'-8" AFF
TOP OF INTERIOR DOORS TOP OF DOOR/WINDOW TOP OF INTERIOR DOORS
\ / INSTALL OWNER SUPPLIED TILE AT SIN /
\ / BACK WALL. O
\ /
-6" AFF
3'-6" AFF 3 -7" AFF - ------- - - - ----- --------------- ------- ILC.L. SWITCH
ES
Q----- B.O.WINDOW -------
C.L.
-
SWITCHES
- �- --- --------- - - --- 3'-0" AFF
/ \ i �\ I o \ TOP OF COUNTER
/ \ BASE CABINETS
/ \ NEW PRESSURE TREATED WOOD DECK
// \\ AND STEPS,ALL SIDES TO BE ENCLOSED.
0
0'-0" TOFF -V.I.F. 0'-0" TOFF - V.I.F. _ _ 0'-0" TOFF - V.I.F. ARCHITECT:
FIRST FLOOR FIRST FLOOR _ _ 3(�II QII �(}II ��11 ��II FIRST FLOOR Michael Konow Architect
-0'-1" Uf U U
3 Kitchen - Elevation TOP OF DECK
8 Wa lick Close
FRIDGE PULL-OUT CNV Scarsdale, NY 10583
Scale: 1/2" = 1'-0" TRASH 917-776-2380
4-29"- V.I.F. 0\'\\\'\00' BIN NY Architecture Reg. No: 038189
GRADE
2 Kitchen - Elevation
Scale: 1/2 — 1 -0
1 Issue for Bid 01.08.19
No. Issue Date
8'-0" - W.F.
8'-0" - V.I.F. 730 Bay Avenue
FIRST FLOOR CEILING FIRST FLOOR CEILING East Marion, NY 11939
rL 6'-8" AFF 6'-10" AFF _ _ 6' 8" AFF Parcel: 1000-31-8-13.1
TOP OF DOORNVINDOW - Interior Elevations
TOP OF INTERIOR DOORS TOP OF INTERIOR DOORS
scale: 1/2" = 1'-0"
PU /L-OUT
PNTRY 10 ft'
/
COUNTERTOP
/
T-6"
\ / � 3-6 AFF
-6 AFF _ C.L. OUTLETS ABOVE COUNTER
---�------ -- �' - - - - ------- ---_- - - - SWITCHES -- -- i, -_- --- --- - - --- - - --- - �- -- -------- --®--- r
c� c� 3-0n AFF STAMP A D SIG TU DATE:
/ \ O D O TOP OF COUNTER 01.08.19
\ / -STORAGE
O Cyd PROJECT CODE:
PULL-QOT ��� 730BA
RECYCLIN DRYER WASHER
DRAWN BY:
�BINS * MK
\ / 0'-0" TOFF - V.I.F. _ 0'-0" TOFF - V.I.F. �y� p3Q� SHEET:
FIRST FLOOR FIRST FLOOR FOP W y0
NE
Kitchen - Elevation Kitchen - Elevation
5 4 All drawings and written material appearing herein constitute original and
Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect. Order#2824 Page 8
n
LEGEND
OE EXISTING WINDOW TO REMAIN,TYP.
# NEW WINDOW. SEE WINDOW SCHEDULE FOR DETAILS.
NEW DOOR. SEE DOOR SCHEDULE FOR DETAILS.
AREA OF PROPOSED WORK-FIRST FLOOR ONLY
EXISTING SIDING TO
REMAIN, TYP.
EXISTING ROOF TO
REMAIN, TYP.
0
0
NEW SIDING TO MATCH
EXISTING WHERE
REQUIRED.
-- --------- ----------------------------
9'-0"TOFF-V.I.F. -------------------------------------------- 9'-0"TOFF-V.I.F.
—
SECOND FLOOR SECOND FLOOR
8'-0"-V.I.F.
8'-0"-V.I.F. ---------- — — ------------- — ---------------------------- — — - - — — — — — — — -- — -- — — — — — — ---------------------------------- - - - - - - - - - - - - - - - - - FIRST FLOOR CEILING - FIRST FLOOR CEILING
- - - - -- - - - - - - ---------- I EEXISTING - - - - - - - - - - -- - - - - - - - - - - - - - - - I 601 O'F AFF NEW-WINDOW
_ _ TT-=-------- REMOVE I
r---------1 I I(-r--------�11 �\ I
WINDOW, FRAME AND
ADJACENT WALL IN �� I
iii iii IiI I PREPERATION OF NEW I
��I I III III IiI O2 O1 NEW WINDOWS. SEE WINDOW
IL--- -- JII IIS ----- -SII I WINDOW.
/I I --------- I I - -'I I ���� i SCHEDULE FOR MORE
--
V I iII Ili iII , INFORMATION.
I Iii iii ISI I REMOVE EXISTING I
rIi iiI Ili iiI NEW PRESSURE
I Ili iII WOOD DECK ON �-----------------------�
LL= Jl�-�L JJ GRADE. TREATED WOOD DECK
I AND STEPS.ALL SIDES
I TO BE ENCLOSED.
I
I _ I 0'-0"TOFF-V.I.F.
�0'-Q"TOFF-V.I.F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - /Z---
-
---------------------------- - - ------- - - - - - - - - - - - - - - ......
- - ................
- - - - - - - ............ FIRST FLOOR FIRST FLOOR
ITOP OF DECK
-0'-29"-V.I.F.
I I -0'-29"-V.I.F.
------------------ - G
GRADE RADE
_..r. _ ' ARCHITECT:
EXISTING NORTH ELEVATION 2 PROPOSED NORTH ELEVATION
� AREA OF PROPOSED WORK _ ^ L�,��_� AREA OF PROPOSED WORK Michael Konow Architect
ON 1ST FLOOR ONLY Scale: 31'8" = 1 0 ON 15T FLOOR ONLY
Scale: 3/8" = 1'-0" ��( 8 Wallick Close
a 1 Scarsdale, NY 10583
917-776-2380
NY Architecture Reg. No: 038189
1 Issue for Bid 101.08.19
No, I Issue Date
730 Bay Avenue
East Marion, NY 11939
Parcel: 1000-31-8-13.1
Exterior Elevations
scale: 318" = V-0"
" 3
STAMP AND IGNAT E DATE`
01.08.19
A C
�P L K y�T PROJECT CODE:
730BA
DRAWN BY:
* ►
MK
038 $� OP� SHEET:
F O �
All drawings and written material appearing herein constitute original and
unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect. Order#2824 Page 9
LEGEND
OE EXISTING WINDOW TO REMAIN,TYP.
0# NEW WINDOW.SEE WINDOW SCHEDULE FOR DETAILS,
C# NEW DOOR. SEE DOOR SCHEDULE FOR DETAILS.
AREA OF PROPOSED WORK-FIRST FLOOR ONLY
EXISTING SIDING TO
REMAIN, TYP.
EXISTING ROOF TO
REMAIN, TYP.
T�
r
0
NEW SIDING TO MATCH
EXISTING WHERE REQUIRED.
9'-0"TOFF-V.I.F.-------------------------------------------- 9'-0"TOFF-V.I.F- -------------------------------------------
SECOND FLOOR SECOND FLOOR +77'N
8'-o"-V.I.F. 8'-0"-V.I.F.
FIRST FLOOR CEILING FIRST FLOOR CEILING
------
---------- ----------
REMOVE EXISTING WINDOW AND NEW WINDOW. SEE WINDOW
SAW CUT PORTION OF WALLSCHEDULE FOR MORE
BELOW FOR NEW WINDOW L====,J I INFORMATION.
OPENING
REMOVE EXISTING DOOR AND I III Ili I I NEW PRESSURE
FRAME TO ROUGH OPENING. I IIL___-J11 jl TREATED WOOD DECK I O 1 I O
EXISTING HEADER TO REMAIN. II AND STEPS. ALL SIDES
I
I TO BE ENCLOSED.
PREPARE ROUGH OPENING FOR
IN-FILL PARTITION.
REMOVE EXISTING
LANDING AND STEPS.
r
0'-0"TOFF-V.I.F.___l ---------j 0IRSTF'-0"TOFF-V.I.F.
FIRST FLOOR FLOOR
REMOVE EXISTING TOP OF DECK
WOOD DECK ON GRADE.
-0'-29"-V.I.F.-0'-29"-V.I.F. --------
GRADE GRADE
EXISTING SOUTH ELEVATION PROP SOUTH ELEVATION ARCHITECT:
�
AREA OF PROPOSED WORK ------
S�cale. 3�/8 = V�-O' AREA OF PROPOSED WORKMichael Konow Architect
ON 1ST FLOOR ONLY ON IST FLOOR ONLY
�
8 Wallick Close
Scarsdale, NY 10583
917-776-2380
NY Architecture Reg. No: 038189
1
1 Issue for Bid 101.08.19
No. , Issue Date
730 Bay Avenue
East Marion, NY 11939
Parcel: 1000-31-8-13.1
Exterior Elevations
scale: 3/8" = V-0"
U
STAMP AND SIGNATRE DATE:
01.08.19
ED AC
PROJECT CODE:
0 730BA
DRAWN BY:
MK
(P
'A SHEET:
For NES
All drawings and written material appearing herein constitute original and
unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect. Order#2824 Page 10
-
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LEGEND
OE EXISTING
WINDOW
TO REMAIN,
TYP.
# NEW WINDOW. SEE WINDOW SCHEDULE FOR DE
T
AILS.
NEW DOOR. SEE DOOR SCHEDULE FOR DETAILS.
EXISTING ROOF TO
REMAIN, TYP. AREA OF PROPOSED WRK-FIRST FLOOR ONLY
EXISTING SIDING TO
REMAIN, TYP.
EXISTING ROOF TO
REMAIN, TYP. \E/
0
NEW PENTRATION IN
EXISTING ROOF FOR
KITCHEN HOOD
EXHAUST
9'-0TOFF-V.I.F. --------- -
--
SECOND FLOOR LOOR
8'-0"-V.I.F.
FIRST FLOOR CEILING
I
--
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--– --
----------
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---- ---------------------------
—----
-----
------------ — —
REMOVE
EXIST
---------JL----------JI
Ir----------IWINDOW, FRAME A
N
D
ADJACENT WALL IN
REMOVE EXISTING PREPERATION OF NEW
WINDOW, FRAME AND DOORS.
ADJACENT WALL IN
PREPERATION OF NEW _DOORS.
0TOFF-V.I.F.
FIRST FLOOR
---------------
-REMOVE EXISTING
LANDING AND STEPS.
- 2V.I.F. ---------------------------------
GRADE EXISITNG WEST ELEVATION AREA OF PROPOSED WORK
ON 1ST FLOOR ONLYS3/8" = 10
ARCHITECT:
Michael
KP o
n
ko
,wyO
y��
A��
ir
c
hitect
8 Wallick Close
Scarsdale, NY 10583
917-776-2380
NY Architecture Reg. NO: 038189
NEW KITCHEN HOOD
EXHAUST VENT WITH
BACKDRAFT DAMPER.
V-0"TOFF
SECOND FLOOR 1 Issue Bid
01
.08
.
1
98'-0"-V.I.F. 8'-0"AFF-V .F.
FIRST FLOOR CEILING 4 EXTERIOR WALL SCONCE No. issue Date
6-10"AFF-V.I.F. 730 ay Avenue
----- -- ---TOP OF NEW DOORSMINDOWS East Marion, NY 11939
-0"AFF-V.I.F. YLF4 , Parcel: 1000-31-8-13.1 WALL SCONCE
NEW OUTSWING FRENCH NEW OUTSWING FRENCH Exterior Elevations
DOORS. SEE DOOR DOORS. SEE DOOR
SCHEDULE FOR MORE SCHEDULE FOR MORE scale: 3/8" — 1 -01'
INFORMATION. INFORMATION.
NEW PRESSURE
KTREATED WOOD DEC9 CO)
AND STEPS. ALL SIDES '
TO BE ENCLOSED.
DATE:0TOFF-V.I.F. ------ --------------- - --------------------------- ------ STAMPAN SIGNATUR
FIRST FLOOR01.08.19
TOP OF DECK PROJECT CODE:
� 730BA
-0V.I.F. DRAWN BY:
GRADE ZcaleU3/8"
POSED WEST ELVTOSHEET:
AREA OF PROPOSED
WORK
= 1 -0" ON 1ST FLOOR ONLY
#
All drawings and written material appearing herein constitute original and
unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect. Order#2824 Page 11
LEGEND
ABUTTERS MAPPARCEL
R-40 SCALE: 1/16 PARCEL NO.: 1000.31 ,_8.13,1 SITE PLAN .. _ 1 '-0" EXISTING FIRST FLOOR PLAN - AREA OF PROPOSED WORK
USE GROUP: ONE FAMILY YEAR-ROUND RESIDENCE
., , 1000-31.-8-8 ------------------------------------------------------------------------------------------------- Irl
El
BAY AVENUE
r
N
I ,
� I
I
1000-31.-8-9 COVERED PORCH
NO WORK I
I �
80.00' S 340 12'40"E I �
I
I ,
I
1000-31.- -- --
EXISTING ASPHALT BATHROOM
O -------------------------- I
�
;X' DRIVEWAY NO WORK
I II
uJ I I
oe
1000-31.-8-13.1 ON
-- FOYER I
LIVING ROOMO ---
I'I
NO WORK NO WORK1000-31.-8-11.1
�. z
I I I
EXISTING COVERED
\ I I
\\ I
1000-31.-8-14 PORCH� I
� up I
--------- --
---- ------------
14� 6 1 I
I
I
1 I
W I I �♦ ( ENCLOSED PORCH
z --+� ---- EXISTING 2 STORY NO WORK
M '
0
Q WOOD FRAME HOUSE
1000-31.-8-12.11i �♦ 1
--I I ti'' l I
z 1
0 I EXISTING ENCLOSED I
Q / PORCH 1 DINING ROOM
II �
221-9" 1 DN I I
PROPOSED NEW I "°
--
29.9' O i WOOD DECK i y 1
730 BAY AVENUE o I EXISTING WOOD ,it
1 _
PARCEL: 1000-31.-8-13.1I i i 1Q I DECK ON GRADE 1
-------
L- --- - TO BE REMOVEDI ---------------------------
I KITCHEN 1--------------------- ..
AREA MAP Al - -
� PROPOSED NEW I I I I 1
p^ WOOD DECK
---------------
ti
4,
i
i
1
, t
V n W `n
F o I I
Lo
cn
O � 1
Ii<na:a',ms
I I 1
EXISTING SHED 1 ---- AREA OF PROPOSED WORK
I I ON IST FLOOR ONLY
N 34°12'40"W 80.00'
LOT COVERAGE CALCULATION
Aro - LOT SIZE 150'X 80'=12,080 S.F.
- PROPOSED LOT COVERAGE OF EX TING
HOUSE AND PROPOSED DECK 1,412 S.F. 1Q
OT COVERAGE) ----------------------------------•------------- ..�
GENERAL NOTES SUPPLEMENTAL CONDITIONS CONTINUED: PLUMBING:
SUBSTITUTIONS:
IN EACH CASE WHERE A SPECIFIC MANUFACTURER OR PRODUCT IS MENTIONED I THESE 1. THE INSTALLATION OF THE PLUMBING SYSYTEM, EQUIPMENT,AND COMPONENTS INCLUDING SERVICE,DISTRIBUTION
SPECIFICATIONS, THE CONTRACTOR WILL BASE HIS QUOTE ON THE MANUFACTURER OR PRODUCT. IT IS
1.THE SUBJECT PROPOERTY IS KNOWN AS TAX LOT'1000-31.-8-13.1 IN EAST MARION,THE TOWN OF SOUTHHOLD NY. NOT THE INTENTION OF THE SPECIFICATION, HOWEVER, TO BE CLOSED TO SUGGESTIONS FROM THE SYSTEMS, FIXTURES,APPLIANCES,DEVICES,APPURTENANCES,AND TESTING,SHALL COMPLY WITH CHAPTERS 25 THROUGH
CONTRACTOR TO MAKE SUBSTITUTIONS OF SIMILAR PRODUCTS TO THE ARCHITECT FOR APPROVAL. 33 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE ADOPTED NEW YORK STATE.
2. SEPARATE SHUT-OFF VALVES SHALL BE PROVIDED FOR KITCHEN
AND LAUNDRY. ARCHITECT:
2,THE PROPERTY IS LOCATED IN THE ONE FAMILY RESIDENCE ZONE DISTRICT R-40 AND CONTAINS A TOTAL TRACT AREA APPROVAL OF WHICH WILL NOT BE UNREASONABLY WITHHELD PROVIDED ADEQUATE DATA IS 3. DRAIN,WASTE AND VENT PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.1 (1)AND TABLE P3002.1 (2). Michael KOnow Architect
itect
OF 12080 SF(.28 ACRES). SUBMITTED FOR EVALUATION.
4. THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED AGAINST BACKFLOW BY AIR GAP COMPLYING WITH ASME
3.THESE DRAWINGS WERE PREPARED TO COMPLY WITH THE APPLICATION FOR BUILDING PERMIT IN THE TOWN OF ALLOWANCES: Al 12.1.3 OR A112.1.2 THAT IS INSTALLED INTEGRALLY WITHIN THE MACHINE OR A BACKFLOW PREVENTER IN ACCORDANCE 8 Walllck Close
SOUTHHOLD,NY. WITH SECTION P2902 PER SECTION P2727.1. Scarsdale, NY 10583
WHERE AN ALLOWANCE OF A SUM OF MONEY IS INCLUDED IN THE SPECIFICATIONS FOR MATERIALS ORA 5. THE COMBINED DISCHARGE FROM A DISHWASHER AND ONE-OR TWO-COMPARTMENT SINK,WITH OR WITHOUT A FOOD 917-776-2380
4.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS AND SEQUESNCES OF CONSTRUCTION AND FOR SERVICE, THE CONTRACTOR SHALL INCLUDE THE AMOUNT OF THE ALLOWANCE IN HIS BID. IF THE SUM
THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.THE CONTRACTOR SHALL VERIFY ALL EXISTING EXPENDED COMES TO LESS THAN THE AMOUNT OF THE ALLOWANCE, THE CONTRACTOR SHALL CREDIT WASTE DISPOSER,SHALL BE SERVED BY A TRAP OF NOT LESS THAN 1-1/2"IN OUTSIDE DIAMETER.
CONDITIONS PRIOR TO COMMENCING WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE OWNER WITH THE DIFFERENCE. IF THE SUM EXPENDED IS GREATER THAN THE AMOUNT OF THE 6. THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK PER SECTION P2718.1. NY Architecture Reg. NO: 038189
ALLOWANCE, THE OWNER SHALL PAY THE DIFFERENCE TO THE CONTRACTOR,
5.THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY,INCLUDING PROVISION ALL APPROPRIATE SAFETY DEVICES ELECTRICAL:
AND TRAINING. SITE PROTECTION:
6.THE GENRAL CONDITIONS AS HEREINAFTER SHALL APPLY TO ALL TRADES EMPLOYED TO ANY CONTRACTS OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PROTECTION AND PRESERVATION OF THE 1. THE INSTALLATION OF THE ELECTRICAL SYSTEM,EQUIPMENT,AND COMPONENTS INCLUDING SERVICE,POWER DISTRIBUTION
CONTRACTS THAT MAY BE NECESSARY TO MAKE OR COMPLETE WORK IN ALL ITS PARTS,AND IS ALSO INTENDED TO NATURAL FEATURES, TREE, BUSHES SURROUNDING THE BUILDING AND SITE. SYSTEM,FIXTURES,APPLIANCES,DEVICES,AND APPURTENANCES,SHALL COMPLY WITH CHAPTERS 34 THROUGH 43 OF THE
APPLY TO ALL MATERAILS USED ON THE WORK AS WELL. 2015 INTERNATIONAL RESIDENTIAL CODE AND THE NYS 2016 UNIFORM CODE SUPPLEMENT
COOPERATION
7.ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF 2015 THE INTERNATIONAL RESIDENTIAL CODE AS EACH CONTRACTOR SHALL INSTALL HIS WORK SO THAT IT MAY COORDINATE WITH ALL OTHER TRADES 2. ELECTRICAL MATERIALS,COMPONENTS,DEVICES,FIXTURES,AND EQUIPMENT SHALL BE LISTED FOR THE APPLICATION,SHALL
BEAR THE LABEL OF AN APPROVED AGENCY AND SHALL BE INSTALLED,AND USED,OR BOTH,IN ACCORDANCE WITH THE 2 Permit Amendment 1 02.26.19
ADOPTED BY NEW YORK STATE,THE NEW YORK STATE BOARD OF FIRE UNDERWRITERS,THE MUNICIPAL CODE OF AND SHALL AFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE INSTALLATION OF
SOUTHOLD AND ALL OTHER AGENCIES HAVING JURISDICTION. MANUFACTURER'S INSTALLATION INSTRUCTIONS.(SECTION E3303) 1 Issue for Bid 01.08.19
THEIR WORK. 3. THE CONTRACTOR SHALL PROVIDE RECEPTACLES SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE No. Issue Date
8.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CONTRACTOR AND ANY MEASUREMENTS: THAN SIX FEET(6)MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE.(SEE PLAN FOR LOCATIONS)
SUBCONTRACTORS. BEFORE ORDERING ANY MATERIALS, OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL 4. KITCHEN OUTLETS SHALL BE GROUND-FAULT INTERRUPTER PROTECTION APPROVED DEVICES. 730 Bay Avenue
-�
MEASUREMENTS AT THE BUILDING. 5. PROVIDE SMOKE&CARBON MONOXIDE ALARMS PER CODE(R314&R315). (fes `` �I r� East Marion, NY 11939
6. WIRING METHODS SHALL BE IN A ACCORDANCE WITH TABLE E3801.2.ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL [� t� D `
SUPPLEMENTAL CONDITIONS: BE IN ACCORDANCE WITH TABLE 3801.4.GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRINGMETHODS SHALL D Parcel: 1000-31-8-13.1
MATERIALS AND WORKMANSHIP Q j
DRAWINGS: BE IN ACCORDANCE WITH TABLE E3802.1
1. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLETE, SHOULD ANYTHING BE UNLESS OTHERWISE SPECIFIED,ALL MATERIALS SHALL BE NEW AND BOTH WORKMANSHIP AND �- t' 3
OMITTED FROM THE DRAWINGS, NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK IN MATERIALS SHALL BE OF GOOD QUALITY. Site Plan / General Notes
ACCORDANCE WITH GOOD CONSTRUCTION PRACTICE AND ALL APPLICABLE CODES, HEREIN DRAWING INDEX: _.-_ scale: as noted
DESCRIBED, IT SHALL BE THE DUTY OF THE CONTRACTOR TO SO NOTIFY THE ARCHITECT. RESPONSIBILITY: ' •�-- b»1 _.-
2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS INFIELD. ANT DISCREPANCIES SHALL EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS FURNISHED BY HIM AND THE A001.00 SITE PLAN /GENERAL NOTES
BE REPORTED TO THE ARCHITECT BEFORE PROCESSING. EXECUTION OF HIS WORK IN ACCORDANCE WITH THE TRUE INTENT OF THE DRAWINGS AND CONTRACT.
A002.00 SCHEDULES &TYPICAL DEATILS TOTyYNI O
DI
3. FIGURES GIVEN ON THE SCALE DRAWINGS GOVERN SCALED DIMENSIONS OR MEASUREMENTS. Al01.0 00 DEMOLITION PLAN CO)
CO), CO)
A101.00 CONSTRUCTION PLAN AP
INTERPRETATION OF DETAILS: A111.00 FLOORING PLAN
IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS, HE A121.00 REFLECTED CEILING PLAN
SHALL NOTIFY THE ARCHITECT PRIOR TO CONTINUATION OF THE WORK. A131.00 POWER& DATA PLAN
A201.00 INTERIOR ELEVATIONS STAMP AND SIGNATURE DATE:
MANUFACTURER'S DIRECTIONS: A301.00 EXTERIOR ELEVATIONS 01.08.19
THE USE OF ALL MANUFACTURED ARTICLES, MATERIALS AND THE CLEANING OF THE SAME SHALL BE A302.00 EXTERIOR ELEVATIONS ED q'7 C
CJ /y PROJECT CODE:
A303.00 EXTERIOR ELEVATIONS ��� �C, P L K ti �� 730BA
ACCORDING TO MANUFACTURER'S DIRECTIONS.
CHANGES: OWNER SUPPLIED ITEMS: TO BE INSTALLED BY G.C.
DRAWN BY:
THE OWNER MAY REQUEST A CHANGE ORDER WITHOUT INVALIDATING THE CONTRACT, AND ANY MK
ADJUSTMENT IN THE PRICE AS A RESULT OF THE CHANGE ORDER SHALL BE AGREED TO IN WRITING • ALL LIGHT FIXTURES-RECESSED AND SURFACE MOUNTED
BEFORE SUCH CHANGES ARE MADE.
• ALL APPLIANCES -D/W, REFRIGERATOR, RANGE, EXHAUST HOOD, WASHER&DRYER
SHEET:
• KITCHEN SINK AND FAUCET O
• WALL MOUNTED SHELVING T�OF NEW`t
• WALL TILE AT KITCHEN BACKSPLASH AREAS
All drawings and written material appearing herein constitute original and
unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect.
LEGEND
\\ \ \\ I
\ EXISTING
�> �; �. CONSTRUCTION TO REMAIN
EXISTING 2X6 WOOD STUD FRAMING WITH INTERIOR
I
O
AND EXTERIOR FINISHES TO REMAIN.
\\\
NEW EXTERIOR LOAD-BEARING PARTITION
-WOOD CLAPBOARD SIDING TO M
ATCH EXISTING
I - PERMEABLE WATER-RESISTIVE BARRIER, 30#
° ;..,.;.
BUILDING FELT OR APPROVED HOUSE WRAP,WITH
NEW HEADER.
HORIZONTAL OVERLAPS IN THE MEMBRANE OF NOT
2-2X6 WITH 1 JACK STUDS PER " '�3Q
LESS THAN 2 INCHES AND VERTICAL OVERLAPS OF
END. PER TABLE R602.7(2).
UP
NOT LESS THAN 6 INCHES.
\ \\ \ .::
\� \\\��- I -3/4 THICK CONTINUOUS WOOD STRUCTURAL
\\' \\\\
I EXTERIOR GRADE PLYWOOD SHEATHING PANELS.
EXISTING STAIRS TO REMAIN
a:
'\\' \\\\\ 2X6 WOOD STUD WALL FRAMINING 16"O.C.WITH
.:.:
\ \
\. .... .. ... .., .. ....\ .:..:�c�.. .. ....y,....� \\\\:.. .. >.. .\ \�. �\��.. .�\o\.oma. C�" . \\�:'.
\\ \� ... .
\\ \.. DOUBLE TOP P
\ �\�. .<: �\ .�\ ��\..\ \� \ LATE AND SINGLE PT BOTTOM P
\� \. .. \ \.. .\ �:� O LATE.
\\,..... . ,,,. ... .\:..,. \\\ .v. \ .. .:,
\\.
�\ ���� �� . �y 5-1/2" OWENS CORNINGKRAFT FACED THERMAL
- - - - - - - - - - - - - BATT FIBERGLASS INSULATION (R-VALUE 21).
NEW TAIL JOIST
AT BASEMENT, I -5/8" GYPSUM WALL BOARD WITH MAXIMUM
FRAMING FOR WINDER STAIR
OPENING. MATCH EXISTING " ' I I SPACING OF SCREW FASTNERS OF 16 INCHES PER
I TABLE R702.3.5. SCREWS SHALL BE TY
JOIST SIZE AT BASEMENT. PE S OR W
\ PER ASTM C 1002 AND SHALL BE SUFFICIENTLY
,\
i I
NEW WHITE OAK WINDER STAIR \\``` 3
"``' I LONG TO PENETRATE WOOD FRAMING NOT LESS
AND HANDRAIL TO BASEMENT THAN 5/8 INCH.
RANGE HOOD EXHAUST
TO BE REBUILT IN EXISTING
STAIR LOCATION. HEADROOM • RANGE HOOD SHALL EXHAUST TO THE OUTDOORS
AT BASEMENT STAIR SHALL NOT 1 -0 `il THROUGH A SMOOTH AIR TIGHT DUCT WITH NEW INTERIOR NON LOAD-BEARING PARTITION
\\ I .•.e.....
BE REDUCED BELOW EXISTING I BACK-DRAFT DAMPER AND SHALL BE INDEPENDENT -2X4 AND 2X6 WOOD STUD WALL FRAMINING 16"O.C.
I OF ALL OTHER EXHAUST SYSTEMS. WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE.
STAIRWAY FINISHED EOI • EXHAUST DUCTS SHALL TERMINATE NOT LESS THAN -5/8" GYPSUM WALL BOARD ON BOTH SIDES WITH
HEADROOM. ,,: o
Z = I 3 FEET FROM THE PROPERTY LINE; 3 FEET FROM MAXIMUM SPACING OF SCREW FASTNERS OF 16
., —
I OPERABLE AND NONOPERABLE OPENINGS INTO THE INCHES PER TABLE R702.3.5. SCREWS SHALL BE
BUILDING AND 10 FEET FROM MECHANICAL AIR TYPE S OR W PER ASTM C 1002 AND SHALL BE
\ I INTAKES.
w I I SUFFICIENTLY LONG TO PENETRATE WOOD
AT BASEMENT, NEW DOUBLE "'\\\ WALKLINE
I � i E I
JOIST HEADER FOR WINDER °' — — — — — — — ------------ I I FRAMING NOT LESS THAN 5/8 INCH.
STAIR OPENING. MATCH
NEW HEADER.
EXISTING JOIST SIZE AT "\"A 10 4
Q
,.;: v
BASEMENT. MIN N \
2-2X12 WITH 2 JACK STUDS PER O NEW DOOR, FRAME&HARDWARE. SEE
I END. PER TABLE R602.7(1).
DOOR SCHEDULE FOR DETAILS
AT BASEMENT, NEW DOUBLE
FLOOR JOIST STAIR TRIMMER
FOR WINDER STAIR OPENING i I \:
TIED TO EXISTING BEAM AND z "'
1/2
O EXSITING DOOR, FRAME&HARDWARE TO REMAIN.
FOUNDATION WALL. MATCH 2 1
EXISTING JOIST SIZE AT A201 A2010 \ "'" O I A302
BASEMENT. o°` —————————— E—————————————
——I
w I I E EXISTING WINDOW TO REMAIN, P.
- EQ Q CE N TY
NEW CASEMENT WINDOW. I _ \\ ---------------------- ------- ,:., \
w \\�\\\;.;.,p.: .;, NEW WINDOW. SEE WINDOW SCHEDULE
/ U F— \, I:. FOR
I - --------- ---------- -------------- ---------- --- DETAILS.
F I
/ O ____________ I I NEW OUTSWING FRENCH
_ I I I c� DOORS.
/ —L--------- - m14 I I / G
0 NEW HEADER. ` �= I
2-2X10 WITH 2 JACK STUDS PER — (1�
I II 1 O Co
END. PER TABLE R602.7(1). I STACKABLE_ 1 O W
/ v =
-------- LW AS_H_E_R/D_R_YER -�-- ----- -—-—-—- –�- _
~ NEW WOOD DECK AND STEPS 28"ABOVE GRADE.
KITCHEN I / ^ti • ALL SURFACES LESS THAN 30"ABOVE GRADE.
1. NEW KITCHEN CABINETS, 4 i L 6141 ih • WOOD FRAMED DECKS SHALL CONSTRUCTED IN ACCORDANCE
REFRIGERATOR, DISHWASHER, RANGE
0 I I _ _ _ _ _ _ _ _ _ WITH
HOOD AND COUNTERS. ;.. _ — ____ SECTION R507 OF THE RCNYS. WHERE SUPPORTED BY
2. EXISTING RANGE TO BE I I 1 ATTACHMENT TO AN EXTERIOR WALL, DECKS SHALL BE POSITIVELY
CONNECTED TO EXISTING GAS VALVE. Jr
i
ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR
,;..;; - -- - - - - - - - - - - - - - - -
VERTICAL AND LATERAL LOADS. SUCH ATTACHMENT SHALL BE NOT
3. NEW SINK, FAUCET AND D/W TO BE BE ACCOMPLISHED BY THE USE OF TOENAILS SUBJECT TO
.���" A201
CONNECTED EXISTING PLUMBING
SUPPLY,WASTE TE &VENT LINES. I I I 3 > WITHDRAWAL. WHERE POSITVE CONNECTION TO PRIMARY BUILDING
�,��; N
— — — — — — — — — STRUCTURE CANNOT BE ACCOMPLISHED DECK SHALL BE SELF
-------------------------------
7777,
PROVIDE HANDRAIL ATONE SIDE OF STAIRS. HEIGHT TO BE
�\�.��wt..>>. ...::. : ��..::�: — — — — — — — — — — — —
\�` 34"-38"ABOVE THE SLOPED PLANE ADJOINING THE TREAD
__________ _ 1Q BETWEEN
NOSING.
------------- ---� — ------ -------- ----------------------- ————
1/2 ' NEW CASEMENT WINDOW.
A301 O LAUNDRY ROOM
1 1. INSTALL STACKABLE NEW WASHER AND DRYER.W/D
TO BE SUPPLIED BY OWNER. W/D TO BE CONNECTED TO
NEW OUTSWING FRENCH I ' EXISTING PLUMBING SUPPLY, WASTE &VENT LINES.
J WASHING MACHINE
DOORS. N
• THE DISCHARGE FROM CLOTHES WASHING
MACHINE SHALL BE THROUGH AN AIR BREAK PER
NEW HEADER. SECTION P2718.1.
Al 2-2X10 WITH 2 JACK STUDS PER
• PROVIDE OATEY QUADTRO WASHING MACCHINE
END. PER TABLE R602.7(1).
c'� OUTLET BOX OR EQUAL.
o DRYER ARCHITECT:
b 6141 6'-O" • PROVIDE NEW GAS BRANCH LINE AND SHUTOFF Michael Konow Architect
I' VALVE PER CHAPTER 24 OF RCNYS.
N • EXHAUST DUCTS SHALL TERMINATE ON THE 8 Wallick Close
/ __--__---_- _____ / 1--_--------------_/ —1--_—_—_—_—_---_—_—_—_—_ / l OUTSIDE OF THE BUILDING NOT LESS THAN 3 FEET IN Scarsdale, Nor 10583
\ / / ANY DIRECTION FROM OPENINGS INTO THE BUILIDNG 917-776-2380
r AND SHALL BE EQUIPPED WITH A BACKDRAFT
NEW 10" DIAMETER SONOTUBE
I
DECK FOOTING, TYP. BOTTOM — — — — — — — — — — — — — — — — — — — — — — — — — — i DAMPER.ALL WORK TO COMPLY WITH SECTION NY Architecture
Al OF FOOTING A MIN. OF 42" BELOW = M1502.4.1 THROUGH M1502.4. ArchitectureFie No: 0351$9
GRADE, TYP.
L - - - - - - - - _ - - - -I- - _ — NEW WOOD DECK AND STEPS 28"ABOVE GRADE.
• ALL SURFACES LESS THAN 30"ABOVE GRADE.
• WOOD FRAMED DECKS SHALL CONSTRUCTED IN ACCORDANCE
— — — — —— — — — — — — — — — — — — — — WITH SECTION R507 OF THE RCNYS. WHERE SUPPORTED BY
- --------------------------C ATTACHMENT TO AN EXTERIOR WALL, DECKS SHALL BE POSITIVELY
ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR
- - - - - - - - - - - - UP —'- - - - - - - - - - - - - I VERTICAL AND LATERAL LOADS. SUCH ATTACHMENT SHALL BE NOT
2 Permit Amendment 1 02.26.19
BE ACCOMPLISHED BY THE USE OF TOENAILS SUBJECT TO 1 Issue for Bid 01.08.19
1Q WITHDRAWAL. WHERE POSITVE CONNECTION TO PRIMARY BUILDING No. Issue Date
STRUCTURE CANNOT BE ACCOMPLISHED DECK SHALL BE SELF
First Floor Construction Plan • PROVIDE HANDRAIL ATONE SIDE OF STAIRS. HEIGHT TO BE 730 Bay Avenue
1 Scale: 1/2" = V-0" 1/2 0 BETWEEN 34"-38"ABOVE THE SLOPED PLANE ADJOINING THE TREAD East Marion, NY 11939
A303 NOSING. Parcel: 1000-31-8-13.1
DOOR SCHEDULE All Doors and Hardware to be Supplied and Installed by GC. WINDOW SCHEDULE All Windows to be Supplied and Installed by GC. CONSTRUCTION NOTES
G.C.TO CONFIRM ALL ROUGH OPENING DIMENSIONS AND COORDINATE WINDOW SIZE ORDER. Construction Plan
NUMBER LOCATION/DESCRIPTION SIZE THICK JAMB HEAD SILL HARD DOOR SPECIFICATIONS/NOTES NUMBER LOCATION I DESCRIPTION SIZE SPECIFICATIONS/NOTES 1.ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE ADOPTED BY
NESS DETAIL DETAIL DETAIL WARE FINISH NEW YORK STATE AND ALL OTHER APPLICABLE CODES. scale: 1/2'� = 1 -�"
ANDERSEN A-SERIES OUTSWING FRENCH DOORS KITCHEN/U-FACTOR=0.23 SHGC=0.31 411/4"x 391/4" ANDERSEN A-SERIES CASEMENT WINDOWS 2.THE DRAWINGS AND NOTES ARE INTENDED TO BE COMPLETE.SHOULD ANYTHING BE
EXTERIOR DOOR-DINING ROOM MODEL#FWOD 1 I E 6 MODEL#ACW-CASEMENT/APW-PICTURE OMITTED FROM THE DRAWINGS,NECESSARY TO THE PROPOER CONSTRUCTION OF THE
1 114 x 82 318 WORK, HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY THE
7
1 U-FACTOR=0.26 FW/4"x 82 /8" 13/4" - - - - EXTERIOR FINISH-WHITE EXTERIOR FINISH-WHITE ARCHITECT.
SHGC=.24 INTERIOR FINISH-BLACK Q TERIOR FINISH-WHITE 3.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD.ANY AR 101 moo
CASING-FLAT-WHITE ASING-FLAT-WHITE DISCREPANCIES SHALL BE IMMEDIATLY REPORTED TO THE ARCHITECTBEFORE PROCEEDING.
GLASS -LOW E4 WITH HEATLOCK COATING GLASS -LOW E4 WITH HEATLOCK COATING 4. ALL WOOD FRAMING TO BE EQUAL TO OR EXCEED NO.2 GRADE OF THE SPECIES IN
EXTERIOR DOOR-KITCHEN " DIVIDED LITES-NONE 19 4" x 6 114" DIVIDED LITES-NONE ACCORDANCE WITH CONDITIONS SET FORTH IN AMAERICAN SOFTWOOD LUMBER STANDARD
751/4 x 82 318 LAUNDRY/U-FACTOR=0.24 SHGC=0.26 ) DATE:
2 U-FACTOR=0.26 1 314" - - - - HARDWARE-ALBANY-BLACK FINISH O NEW WINDOW IN MODIFIED OPENING (ACW1858) HARDWARE-CONTEMPORARY-WHITE FINISH (DOC PS 20-99)PUBLISHED BY THE UNITED STATES DEPARTMENT OF COMMERCE. STA P AND GIRP
SHGC=.24 (FWHOD64611) SCREENS-RETRACTABLE INSECT SCREEN SCREENS-TRUSCENE-WHITE 5. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS ANDBR01.08.19 ED A'4C
ALL OTHER REQUIREMNETS OF THE APPLICABLE U.S.COMMERCIAL STANDARDS FOR THE
INSULATION AND FENESTRACTION REQUIREMNETS TYPE AND SPECIES OF PLYWOOD AND BE SO IDENTIFIED BY AN APPROVED AGENCY. C? �`p,[L tiy�� PROJECT CODE:
3 6.SEE SHEET A002 FOR FASTNER SCHEDULE FOR STRUCURAL MEMBERS AND LIMITATIONS �\ O 730BA
PER TABLE N 1102.1.2 (R402.1.2) ON NOTCHING AND BORED HOLES IN WOOD FRAMING. O'a
4 BASMENT SWING 2'-6"x 6'-8" 1 3/4" MATCH EXISTINGHOUSEDOORS HW2 PNT-3 SOLID CORE WOOD DOOR CLIMATE FENESTRATION GLAZED CEfLING WOOD FRAME FLOOR 7.THE ENTIRE WORK SHALL BE ACCURATLEY FRAMED PLUMB,LEVEL AND TRUE.UNLESS
OTHERWISE NOTED OTHERWISE ON PLAN,ALL FRAMING MEMBERS TO BE 16"O.C. I DRAWN BY:
ZONE U-FACTOR FENESTRATION SHGC R-VALUE WALL R-VALUE R-VALUE � s�\'f.
LIGHT AND VENTILATION REQUIREMENTS 8.ALL WINDOW AND DOOR OPENINGS,UNLESS OTHERWISE INDICATED,SHALL HAVE STUDS �� MK
INTERIOR DOOR HARDWARE 4A 0.35 0.40 49 20 OR 13+5 19 DOUBLED ON JAMBS.
9.INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BE 9T� 038189 �Q�� SHEET:
H W 1 SWING DOOR-LAUNDRY&BASEMENT ROOM SQ.FT. GLAZING AREA NATURAL VENTILATION AREA NOTES/COMMENTS FIBERGLASS BATTS,SIZE AS INDICATEDON DRAWINGS WITH A VAPOR BARRIER ON THE OF NE`N
CEILING WITHOUT ATTIC SPACES-WHERE SECTION N1102.1.2 WOULD REQUIRE INSULATION LEVELS ABOVE R-30 AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY HEATED SIDE.PACK ALL SPACES AROUND WINDOWS AND DOORS WITH INSULATION.ALL
HINGES: 1112 PAIRS HINGES PER DOOR TO MATCH EXISTING HOUSE DOORS _ 0 Al 0 1 DOES NOT ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION,THE MINIMUM REQUIRED INSULATION FOR SUCH ROORCEILING ASSEMBLIES SHALL BE R-30. ENERGY CODE.INSULATION SHALL BE SIZED,LOCATED AND INSTALLED IN ACCORDANCE WITH N.Y.S.
KITCHEN 200 S.F. 33 S.F.-16/o FLOOR AREA 51 S.F.=25/o F FLOOR AREA THIS REDUCTION SHALL BE LIMITED TO 500 SQAURE FEET OR 20 PERCENT OF THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS. All drawings and written material appearing herein constitute original and
KNOBILOCK: KNOB,AND PASSAGE LOCKSET TO MATCH EXISTING HOUSE DOORS unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect.
�I
LEGEND
CE) EXISTING WINDOW TO REMAIN,TYP.
C#) NEW WINDOW. SEE WINDOW SCHEDULE FOR DETAILS.
# NEW DOOR. SEE DOOR SCHEDULE FOR DETAILS.
AREA OF PROPOSED WORK-FIRST FLOOR ONLY
EXISTING SIDING TO
REMAIN, TYP.
EXISTING ROOF TO
REMAIN, TYP.
NEW SIDING TO MATCH
EXISTING WHERE
REQUIRED.
— - - - - - - - - - - - - - - - - - - - - -
9'-0"TOFF-V.I.F. - - - - - - - - - - - - - - - - --
� � � � � � � � �� SECOND FLOOR - - --- - -- _ -- -- - - - ,�,9ECOND LOOV.I.F.
SECOND FLOOR
- - -- - - - - - - - - - -- - - -- -- - -- ------------ -- - - - - - - 8'-0"-V.LF.
------
FIRST FLOOR CEILING ------------------ -------------- ------------ ---------------------------- 8'-O"-V.LF.
IFIRST FLOOR CEILING
---------TT________- REMOVE EXISTING -- — -- — — — -- — -- — — -- — — — — -- — — - - - ---- — — 6'-10"AFF V.I.F.
- -------------------------- -------
I rr-------- ,1 I I rr---------11 I i I TOP OF NEW WINDOW
I III III III WINDOW, FRAME AND I
ADJACENT WALL IN
� �III III III �' II I PREPERATION OF NEW I I
-__JII IL_ ____JI WINDOW. NEW WINDOWS. SEE WINDOW
��I r--------- I I I -------ill ' I I SCHEDULE FOR MORE
Ii Iii iil Ii1 I I INFORMATION.
r l i ill l l i ill I REMOVE EXISTING
i1 Ii1 Iil Iil I I NEW WOOD DECK AND
III III I I WOOD DECK ON I , STEPS. ALL SIDES TO
1-�I GRADE. L----------------------J B
PROVIDE HANDRAIL AT ONE SIDE OF
' I STAIRS. HEIGHT TO BE BETWEEN
34"-38"ABOVE THE SLOPED PLANE
ADJOINING THE TREAD NOSING.
0'-0"TOFF-V.I.F. _ F _
FIRST FLOOR - - FIRST FLOOR
TOP OF DECK
I ------------------- -------------------= I -0'-29"-V.I.F. --
------------------------------------
GRADE -0'-32"-V.I.F.
GRADE( )
EXISTING NORTH ELEVATION 1 PRV18"
SEID NORTH HE ARCHITECT:
AREA OF PROPOSED WORK 2 � AREA OF PROPOSED WORK Michael Konow Architect
1 Scale: 3/8" = 1'-0" ON 1ST FLOOR ONLY Scale = 1'-0" ON IST FLOOR ONLY
8 Wallick Close
Scarsdale, NY 10583
917-776-2380
NY Architecture Reg. No: 038189
2 Permit Amendment 102.26.19
1 Issue for Bid 101.08.19
No. Issue I Date
730 Bay Avenue
East Marion, NY 11939
Parcel: 1000-31-8-13.1
Exterior Elevations
scale: 3/8"
STAMP AND SIGNATURE DATE:
01.08.19
41 ' Ap0
�L Y PROJECT
0 d�/��� 730BA CODE:
* DRAWN BY:
'I MK
X38189 � SHEET:
FOF NEN
All drawings and written material appearing herein constitute original and
unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect.
n
LEGEND
E EXISTING WINDOW TO REMAIN,TYP.
0# NEW WINDOW. SEE WINDOW SCHEDULE FOR DETAILS.
C# NEW DOOR. SEE DOOR SCHEDULE FOR DETAILS.
AREA OF PROPOSED WORK-FIRST FLOOR ONLY
EXISTING SIDING TO
REMAIN, TYP.
EXISTING ROOF TO
REMAIN, TYP.
NEW SIDING TO MATCH
EXISTING WHERE REQUIRED.
9'-0"TOFF-V.I.F. 9'-0"TOFF-V.I.F.-_-- -----------------------------------------
-—-—-—-—-—-—-—-—-—-—-—----—-—-------
-—-—-—- SECOND FLOOR
SECOND FLOOR 8'-0"-V.I.F.
8'-0"-V.I.F. ---—-—-—-—----—-—-—-—-—-—----—------ -—-—-—-—-—-—-—------- ----—-—-—-—-—-—-—-—-—-—----— FIRST FLOOR CEILING --—-—-—-—-—- A--------- --—-—- -----
----- ------
-—-—-
FIRST FLOOR CEILING—
REMOVE EXISTING WINDOW AND NEW WINDOW. SEE WINDOW
SAW CUT PORTION OF WALL SCHEDULE FOR MORE
BELOW FOR NEW WINDOW
OPENING r INFORMATION.
-III I I
I'i ��\\ i i - NEW WOOD DECK AND
REMOVE EXISTING DOOR AND STEPS.ALL SIDES TO
FRAME TO ROUGH OPENING. BE ENCLOSED.
EXISTING HEADER TO REMAIN.
PREPARE ROUGH OPENING FOR
IN-FILL PARTITION.
REMOVE EXISTING r II
LANDING AND STEPS.
0'-0"TOFF-V.I.F. ---------j I A,0'-0"TOFF-V.I.F. -------
--—-—- FIRST FLOCR
FIRST FLOOR __--i I
REMOVE EXISTING -_—u�_ __jj
------- __7--�P OfpkK
WOOD DECK ON GRADE.
It
-0'-29"-V.I.F.
GRADE GRADE
PROPOSED N AREA OF PROPOSED WOR ARCHITECT:
EXISTING SOUTH ELEVATION — AREA OF PROPOSED WORK Michael Konow Architect
ELEVATION
. . ON IST FLOOR ONLY
ON I ST FLOOR ONLY Scale: 3/8" V-0"
U "1�
(j)Zca'le.��318""*= 8 Wallick Close
Scarsdale, NY 10583
917-776-2380
PROVIDE HANDRAIL AT ONE SIDE OF
STAIRS. HEIGHT TO BE BETWEEN NY Architecture Reg. No: 038189
34"-38"ABOVE THE SLOPED PLANE
ADJOINING THE TREAD NOSING.
2 Permit Amendment zi02.26.19
1 Issue for Bid 01.08.19
No. Issue Date
730 Bay Avenue
East Marion, NY 11939
Parcel: 1000-31-8-13.1
Exterior Elevations
scale: 3/8" = 1'-0"
Gj Cj co,
STAM AND NA DATE:
10, DAR 01.08.19
CL
E lk
(0 PROJECT CODE:
Ory -A 730BA
DRAWN BY:
MK
2� 038189 �o SHEET:
0
OF N F_\N
All drawings and written material appearing herein constitute original and
unpublished work of the Architect and may not be used or disclosed without
prior written consent of the Architect.
LEGEND
OE EXISTING WINDOW TO REMAIN,TYP.
_. # NEW WINDOW. SEE WINDOW SCHEDULE FOR DETAILS.
# NEW DOOR. SEE DOOR SCHEDULE FOR DETAILS.
EXISTING ROOF TO
REMAIN, TYP.
AREA OF PROPOSED WORK-FIRST FLOOR ONLY
EXISTING SIDING TO S
REMAIN, TYP.
EXISTING ROOF TO
REMAIN, TYP. OE
0
NEW PENTRATION IN
EXISTING ROOF FOR
KITCHEN HOOD
EXHAUST.
—tr�
9'-0"TOFF-V.I.F.
SECONDFLOOR -- - -------------------------------- --- ---------^--- ------------ ---- -------- - --------------------------------
8'-0"-V.I.F. - - - - -- - -- -- - - - --- - - - - —
FIRSTFLOOR CEILING -------I-- - - ---------------------------------------- ---------------------------- -- - -- ----------------- ---- ------------
I ----- --
_
--— ---
1 I
I
r�
------ i it li r V �I
II II � I II 11
I
-------- REMOVE I li it REMOVE EXISTING
f I r-------- -� t WINDOW, FRAME AND
ADJACENT WALL IN
REMOVE EXISTING it 111 II II I EO EO PREPERATION OF NEW
WINDOW, FRAME AND r-�----------J DOORS.
ADJACENT WALL IN I --
PREPERATION OF NEW �L=__---____J� r
DOORS. I �_�-_-