HomeMy WebLinkAbout44391-Z Town of Southold 11/6/2020
P.O.Box 1179
0
O/ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41585 Date: 11/6/2020
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 720 Bailey Ave, Greenport
SCTM#: 473889 Sec/Block/Lot: 34.-3-15
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/30/2019 pursuant to which Building Permit No. 44391 dated 11/7/2019
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:
one family dwelling with partially finished basement(2 bedrooms, family room and bathroom), covered front porch and
attached 1 car garage as applied for.
The certificate is issued to Clark, John
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R1049-0094 10/27/2020
ELECTRICAL CERTIFICATE NO. 44391 7/16/2020
PLUMBERS CERTIFICATION DATED 2/10/2020 r,1slfTbkiping So 'ons
0 u ho ' e Signature
rr TOWN OF SOUTHOLD
�gUFfO(,��•
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
v • 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#: 44391 Date: 11/7/2019
Permission is hereby granted to:
Clark, John
720 Bailey Ave
Greenport, NY 11944
To: demolish an existing single family dwelling and construct a new single family dwelling
(using average front yard setaback) as applied for per SCHD approval.
At premises located at:
720 Bailey Ave, Greenport
SCTM # 473889
Sec/Block/Lot# 34.-3-15
Pursuant to application dated 10/30/2019 and approved by the Building Inspector.
To expire on 5/8/2021.
Fees:
DEMOLITION $337.00
SINGLE FAMILY DWELLING-ADDIT TE N $1,581.60
CO -NEW WELLIN $50.00
T al: $1,968.60
Building
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN BALL
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 1%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. 10—dlq—
New Construction: V Old or Pre-existing Building: (check one)
Location of Property: `�(5� firma,I ft�j Ave, a rg e b 120d 4-
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Block 'zJ Lot
Subdivision Filed Map. Lot:
Permit No.4V_3'� Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
A . l
Applicant Si ature
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, 'J residing at —7--6
(Print property owner's name) (Mailing Address)
AIV do hereby authorize �Co 7`- jga<z7 of�2—
(Agent)
to apply on my behalf to the
Southold Building Department.
9
(Owne Signature) (Date)
04 S �iL
(Print Owner's Name)
{
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 117
Southold,NY 119711-0959 a� roger.richert(a)town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: John Clark
Address. 720 Bailey Ave City: Greenport St- New York Zip. 11944
Building Permit* 44391 Section: 34 Block: 3 Lot. 15
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: HOMEOWNER DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic X Garage X
INVENTORY
Service 1 ph 200a Heat gas Duplec Recpt 61 Ceiling Fixtures 10 HID Fixtures
Service 3 ph Hot Water elec GFCI Recpt 1 Wall Fixtures 9 Smoke Detectors
Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 25 CO Detectors 4.
Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps
Transformer AppliancesN55
Dryer Recpt 30a Emergency Fixtures Time Clocks
Disconnect 200a Switches Twist Lock Exit Fixtures TVSS El
Other Equipment: 3-combination smoke / CO detectors, 1-heat lamp, 3-bath fans, 3-paddle fans,
18-combination GFCI/ARC fault circuit breakers
Notes:
Inspector Signature: I Date: �jLvLY f& MCA
81-Cert Electrical Compliance Form.xls
SOUT��f
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:
Building Permit No. /
Owner: 67WA/
(Please print) f
Plumber: 7
3
� r�ji,�1 ��/>//�
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead."r-
(Plumbers Signature)
Sworn to before me this
day of 20
C
Notary Public, Sa*/e—County
DEBORAH H.VAX DTJZER
NOTARY PUBLIC,STALE OF NEW YORK
J\ Registration NO.Ol VA6186177
Qualified in Suffolk County
O Commission Expires April 28,20,0
U -
OF SOUIyO�
# # TOWN OF SOUTHOLD BUILDING DEPT: I
`ycourmN�` 765-1802
INSPECTION
r.
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND'l [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)--
[ ] CODE VIOLATION [ ] PRE C/O
. REMARKS:,
r
DATE I INSPECTOR
SOUIyO -
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
1 NSPECTION
[ ] UNDATION 1ST - ["ZROUGH PL13G.
[ FOUNDATION 2ND [ ]ANSULATION/CAULKING
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY _ [ - ] FIRE-SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE Cl/O
REMARKS: �� -
!60ft lio, i 9-vm 0 IVA o
vJ9 tyvl%� NO-\ i - ' t �vl
v/ Yo 'hu%
DATE 3 5 0�� INSPECTOR.
OF SOGIho�
* # TOWN OF SOUTHOLD-BUILDING DEPT:- -
• � I
765-1802
INSPECTION-
FOUNDATION 'IST
[ ] ROUGH PLBG.
[ ] -FOUNDATION 2ND [ ] INSULATIOWCAULKING =
[ ] FRAMING /STRAPPING [ ] FINAL
[
-- ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE--RESISTANT PENETRATION
[�] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL)
CODE VIOLATION [ ] PRE C/O
.REMARKS:
DATE INSPECTOfiVC,
*pF SOUTyO�
# # TOWN OF SOUTHOLD BUILDING DEPT:
765-1802
:
INSPECTION - ,
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ]` INSULATION/CAULKING
[
- I FRAMING /STRAPPING [ ] FINAL
] FIREPLACE & CHIMNEYz FIRE SAFETY INSPECTION"
[ ] FIRE RESISTANT CONSTRUCTION-J,-[, ] FIRE RESISTANT PENETRATION
[ ] -ELECTRICAL (ROUGH) J�] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE ?i8 1 NSPECTO
IOF SOGIyo
# * TOWN OF SOUTHOLD BUILDING DEPT.
`ycourme�` 765-1802
INSPECTION
[ ] FOUNDATION 1ST- [ ]-,.ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL Al
[ ] FIREPLACE & CHIMNEY" [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
I
DATE Y�1 YU INSPECTOR
Hampton Home Performance (631) 594-7101
PO Box 866 •Bridgehamyton. NY 11932
DATE: 7/17/2020 TEST # 07172020B1
2015 IECC/2016 NY-ECCC Air Leakage/ Blower Door Testing Compliance Letter
Home Address Tested:
515 Bailey Ave "
Greenport, NY
Cubic Volume of Conditioned Space:
18,438 cuft
Test(s) Performed: Blower Door
Must be <or=to 3.00 ACHso
ACHso = CFMso x 60/volume of conditioned space
ACHso = 574cfm50 x 60min/hr /18,438 cuft = 1.86 ACHso ACHS 1.86
Better than code by_38_%. Result ASS P
VU
2016 NYECCC Code minimum for Blower Door Test < 3.00 ACHso
Signature confirms the validity of the above test results.
Attention Building Inspectors:
X
Please do not hesitate to call to
Pete Vargo confirm that this test was '
RESNET Certified HERS Rater
#2344429 completed by a third party,
BPI-DOE Certified Quality Control Inspector(QCI) independent, professional and to
BPI Certified Multi-Family Building Analyst verify TEST # and results.
BPI Certified Building Anaylst
BPI Certified Energy Auditor (570) 490-3928 (Pete)
Building Performance Consultant
Energy Star Partner
Hampton Home Performance (631) 594-7101
PO Box 866 -Brideehamyton. NY 11932
DATE: 7/17/2020 TEST# 07172020D 1
2015 IECC/2016 NY-ECCC Air Leakage/Duct Leakage Testing Compliance Letter
Home Address Tested:
515 Bailey Ave a -.
Greenport,NY
Area served of Conditioned Space:
2,102 sqft ,
Duct Leakage Test Final / Location = Basement System
serving conditioned area in basement and main floor.
Must be<or=to 84 CFM,s
CFM25Allowed =Area Served Sq.Ft. /100 x 4
CFM25= 53.51
CFM25 Allowed = 2,102 sq ft/100 x 4 cfm = 84 CFM25
Result: PASS
Better than code by_36 %.
Signature confirms the validity of the above test results.
Attention Building Inspectors:
X
Please do not hesitate to call to
Pete Vargo confirm that this test was
RESNET Certified HERS Rater
#2344429 completed by a third parry,
BPI-DOE Certified Quality Control Inspector(QCI) independent, professional and to
BPI Certified Multi-Family Building Analyst verify TEST # and results.
BPI Certified Building Anaylst
BPI Certified Energy Auditor (570) 490-3928 (Pete)
Building Performance Consultant
Energy Star Partner
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FIELD INSPECTION REPORT D T COMMENTS
FOUNDATION (IST)
y
------------------------------------
FOUNDATION (2ND)
OIG• VC
ol
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ROUGH FRAMING& g
PLUMBING y
i
vl
r
INSULATION PER N.Y.
STATE ENERGY CODE
FINAL AmC
ADDITIONAL COMMENTS
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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 9 Planning Board approval
FAX:(631)765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
NYSDEC.
Trustees
Flood Permit
Examined 20 torm-Water Assessment Form
- 7Contact:
Approved 20 ail to Z I
Disapproved a/c
Phone 63 I
{�} !;Expiration •1 X20
B Cto
OCT 3 0 2019
APPLICATION FOR BUIL ING PERMIT
Date 10—o;al 2014
`i e ao INSTRUCTIONS
TUWIN faNl oaf-TicWfd'@ 1ST 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 Pennit 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 remo or demolrtio as herein described The
applicant agrees to comply with all applicable laws,ordinances,building code,h sing cod ,an egulations,and to admit
authorized inspectors on premises and in building for necessary inspections
�B I
(Signature of applftcA or n e,if a corporation)
(Mailing add s applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises V A M C?1161,r {,
(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 whic o osed work will bQ done:
at I P!!1 We- V-0-yl p0(�
House Number Street Hamlet
ryry �
County Tax Map No. 1000 Section Block D Lot
Subdivision Filed Map No. Lot
A
S
2. State existing use and occupancy of premises anintend use anj occupancy of proposed construction:
a. Existing use and occupancy S 12 1 YIDS 0A I W r'e 5)-L&A/l C-
T
b. Intended use and occupancy kkk-'
3. Nature of work(check which applicable):New Buildm* ✓ Addition Alteration
Repair Removal Demolition V 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(ap tire new construction:Front so Rear S11 Depth 441
Height I /i- 00'` Number of Stories 1
9. Size of lot:Front Rear '56)" Depth 15 /
10.Date of Purchase Name of Former Owner ,`�I
11.Zone or use district in which premises are situated — T a
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO
13.Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES --.NO
14.Names of Owner of p emises Gia 1 L Address Phone No.
Name of Architect b' LQ b Address Phone No
Name of Contractor Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO ✓
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO
*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 dataon survey.
18.Are there any covenants and restrictions with respect to this property?*YES NO V
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS.
COUNTY OF )
.SLINOM
being duly sworn,deposes s s !E
(Name of individual signing contract)above named, (gyp,0161D6�8 .10
(S)He is the 5, pol Cou*
(Contractor,Agent,Corporate Officer,etc)
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 set forth in the application filed therewith
Sworn t before me thi nn
day of 20 l vl
Notary Public Si afore Applicant
,�-. `6{'" :, -a'A'`.C. '` ' „tea
Scdik A. Russell _� y� ,> STORMWAXIER.
SUPERVISOR s = `F " MANAGEMENTBaa �x—' , c� a
SOUTHOLD TOWN HALL-P.O.Box 1179 �• =u:°��. :}y`' «s��
53095 Mai.Road-SOUTHOLD NEW YORK 11971 - ° � G, Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORD. SHEET
( TO BE COMPLETED BY THE APPLICANT )
�' `I OCT 3 1 209
DOES THIS PROJECT INVOLVE ANY OF THE lF®I.l[.1�;Y�?7[��1.�; '��i' lyk+�`�'.
'�
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 materi 1 fofm
within any parcel or any contiguous area. Inger
1:1121C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance. 0 '
❑ 16. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ Site preparation within the one-hundred-year f loodplain as depicted
1316on 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 with your Building Permit Application.
APPLICANT (Property Owner.Design Professional.Agent.Contractor.Other) S.C.T.M. �: 1 Q00 Date
' ` n' Dut2nct ,�^t�{
NAME
o �xo
T-0 Section Block Lot
FOR BUILDIN,a .i DFi �R T TIRENT USE- ONLY
Contact Information
Trlrphone\umhen [//
Reviewed By:
— — — — — — — — — — — — — — — — — —
Date:
Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — —
I aA`l�� ,/L.� Approved for processing Building Permit.
�U Storm`�-ater Management Control Plan Not Required.
tormwater Management Control Plan is Required.
Ell (Forward to Engineering Department for Rex tew.)
FORM * SMCP-TOS MAY 2014
APPLICANT S.C.T.M.#: 1000
(Property Owner,Design Professional,Agent,Contractor,Other) ''`y .;ysri.i;^q <i4t
CHAPTER 236
?L IKS Stormwater Management Control Plan CHECK LIST
NAM[: JQ �A ��-- Section 13k>ck Lot tdi S M C P -Plan Requirements: Provide ONE copy of the Building PeriYut Application.
Ptmy Print
Date: g ."' ;,.�; * The applicant must provide a Complete Explanation and/or Reason for not providing
�' ?'3 �u `1 mation that has been Required by the following Checklisti
ag— 1�1 n.,
all Infor
Ignotine Telephair.um� o—
I, A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here!
show all of the following items: if you need additional room for explanations, Please Provide additional Paper.
a. Location & Description of Property Boundaries 00
b. Total Site Acreage. 00
c, Existing -Natural & Man Made Features within 500 L.F.
of the Site Boundary as required by §236-17(00.
d. 'rest i lole Data Indicating Soil Characteristics&Depth to Ground Water. V, 00
e. Limits of Clearing& Area of Proposed Land Disturbance.
f. Existing& Proposed Contours of the Site (Minimum Z intervals) 0
g. Location of all existing& proposed structures, roads,
driveways, sidewalks, drainage improvements& utilities.
h. Spot Grades& Finish Floor Elevations for all existing&
proposed structures.
1. Location of proposed Swimming Pool and discharge ring.
1. Location of proposed Soil Stockpile Area(s).
k. Location of proposed Construction Entrance/Staging Area(s).
1. Location of proposed concrete washout area(s). 0
M. Location of all proposed erosion&sediment control measures. 00
2. Stormwater Management Control Plan must include Calculations showing
that the Stormwater improvements are sued to capture,store,and infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 inch
rainfall/storm event.
3. Details&Sectional Drawings foi stoimwater piactices are required for approval
Items_requiring details shall include but not be limited to:
a. Erosion &Sediment Controls. [_]
b. Construction Entrance& Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) 0
d. Leaching Structures (e. . infiltration basins,swales,etc)
3 ' FOR EINGIN EF RING DEi1AFt 1'l`v1ENT (J;�E ONLY °->F"y< 1
Additional Information is Required.
Reviewed & I Stormwater- Management Control Plan is Not Complete.
I
Approved By: — — — — — — — — — — — — — — — — — — — — — — — — —
i El Stormwater Management Control Plan is Complete.
Date: SMCP has been approved by the Engineering Department.
I
FORM * SWCP Check List -TOS MAY 2014
APPLICANT S.C.T.M.* 1000N CHAPTER 236
(Property Owner,Design Professional,Agent,Contractor,Other) — — SU�wCt _nFtrh
Stormwater Management Control Plan CHECK LIST
NAME- John`Yl loo de— Section Block Lot �1 a a,, I=t• S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
Pi..N't .. �, '��''
Date: r�,y,�.:-�.,� �k The applicant must provide a Complete Explanation and/or Reason for not providing
SI$OJIl11C �,,ha „m�� 0—a-g— all Information that has been Required by the following Checkllstl
1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to,any Item, Please Provide Justification Herel
show all of the following items: If you need additional room for explanations, Please Provide additional Paper.
a. Location & Description of Property Boundaries
b. Total Site Acreage.
c. Existing - Natural & Man Made Features within 500 L.F.
of the Site Boundary as required by §236-I7(C)(2).
d. "rest Hole Data Indicating Soil Characteristics&Depth to Ground Water.
e. Limits of Clearing & Area of Proposed Land Disturbance.
f. Existing& Proposed Contours of the site (Minimum 2'Intervale)
g. Location of all existing & proposed structures, roads,
driveways,sidewalks, drainage improvements& utilities.
h. Spot Grades & Finish Floor Elevations for all existing&
proposed structures,
1. Location of proposed Swimming Pool and discharge ring.
j. Location of proposed Soil Stockpile Area(s).
k. Location of proposed Construction Entrance/Staging Atea(s).
1. Location of proposed concrete washout area(s),
M. Location of all proposed erosion&sediment control measures.
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater Improvements are sized to capture,store,and Infiltrate
on-site the run-off from all Impeivious suifaces generated by a two(21 inch
rainfall/storm event
3. Detalls&Sectional Drawings ror stormwater practices are required 1'01-approval
Items requiring details shall include but not be limited to:
a. Erosion &Sediment Controls.
b, Construction Entrance &Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. Leaching Structures (eq. infiltration basins,swales,etc.)
FOR E1lGlNECRII1XG DETIAR-i'vIENT USE ONLY
Additional Information is Required.
Reviewed & I Stormwater Management Control Plan is Not Complete.
I
Approved By: � — — — — — — — — — — — — — — — — — — — — — — — —
El Stormwater Management Control Plan is Complete.
Date: SMCP has been approved by the Engineering Department.
FORM * SWCP Check List -TOS MAY 2014
; BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
� JAN 1 4 202�own Hall Annex - 54375 Main Road - PO Box 1179
o - Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
roge;rr(c 'southoldtownny.gov seand(aD_southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INF MATT N (Ali Information Required) Date:
Company Name: �J
Name:
License No.: ,� email.
Address: i� `
Phone No.:
JOB SITE INFORMAION (All information Required)
Name: �4_ = P�
Address: 51�5- '
Cross Street: T �
Phone No.:
Bldg.Permit#: A7VWI email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) 124A)
Circle All That Apply:
Is job ready for inspection?: YES / N Rough In Final
Do you need a Temp Certificate?: OYES / NO Issued On
Temp Information: (All information required)
Service Size O 3 Ph Size: a-Cr-9 A # Meters Old Meter#
New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead
# Underground Laterals1 2 Cram Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection Formals I I I Lf
ti
Town Hall Annex= z r1`r1 Telephone(631)765-1802
inwa
54375 Main Road Fax(631)765-9502
P.O. Box 1179
Southold, NY 11971-0959
ill _ _Y >
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: ( —
Owner: J s k VI ��-
Location of Property: l R;,a-d gmPVA- OlrQ� {moo r
-L_
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
t✓ Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
✓ Floor d roof fra i g (FR)
Signature:
Name (person submitting this form):
Capacity(check applicable line):
Owner
Owner representative
TrussRegl5.doox Effective 1/1/2015
S� -�oLK cot iy,,�
��TFR AUTI�OR1��
4060 Sunrise Highway,Oakdale, New York 11769-0901
October 25, 2019
scottboger@hotmail.com
RE: 720 BAILEY AVE, GREENPORT
To Whom It May Concern:
On October 24, 2019, our representative confirmed that the water services were physically
disconnected at-the above referenced location.
Please advise your contractor that care should be taken not to damage the existing vault and/or
curb box, as the cost of any repairs would be billed to the premise and no service initiated until
the balance is paid.
Sincerely,
Lisa Cetta
New Construction Manager
LC/db
l F L-
10/23/2019
JOHN CLARK Service To:
PO BOX 1603 720 BAILEY AV. AKA#515
SOUTHOLD,NY 11971 GREENPORT,NY 11944
Customer Project#:900000101021
Dear JOHN CLARK:
This is to advise you that the PSEG-LI electric facilities at the above referenced location have
been disconnected and removed off the building structure that is located on the property.
Please note that there may still be PSEG LI facilities located within the property boundaries
and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY
811)prior to performing any ground excavation or regrade activity. The call to the 811 Call
Center must be done at least 2 business days prior to the start of the work and confirmation of
utility marks having been identified must be received from all the facility owners prior to any
site work.
You must also contact National Grid at 631-348-6150 to procure a letter of demolition
associated with natural gas service,whether or not your home or business uses natural gas.
If you have any questions regarding the above,please contact Building&Renovation Services
at 1-844-341-6378 or via email at BRSLI@PSEG.com.
Very truly yours,
Carolyn Mackin—Manager
Building&Renovation Services
PSEG-LI
N SURVEY OF PROPERTY
LOTS SHOWN THUS®REFER TO 'MAP OF CHAMPLIN JOHN G., SIXTY LOTS- NEAR THE VILLAGE OF GREENPORT
FILED /N THE SUFFOLK COUNTY CLERK'S OFFICE AS FILE NO. 337. TOWN OF SO UTHOLD
LOIS SHOWN THUS® REFER TO "MAP SUED/V!S/ON OF BUCKLEY, PROPERTY SUFFOLK CO LINT Y
OF CHARLES G, BA/LEY FILED IN THE SUFFOLK COUNTY CLERK'S OMCE AS
FILE NO. 298. -
. 1000-34-03-15
SCALE.• 1'=30
JULY 8, 2019
AUGUST 5, 2019 (DRYWELL LOCA770N)
December 10, 2019 (foundation location.)
P P NG
��,�,ER /� a . � JULY 30, 2020 (FINAL)
AUGUST 4, 2020 (UTILITY LOCA T70N)
DWELLING SUFFOLK COU'NITY DEPARTLIEW OF HEALTH SERVICES
PUBLIC WATER
APPROVAL OF CON'S+'RUCTED WORKS FOR
FRAME HOUSE A SINGLE F,'''-LY RESIDENCE
Date OCT 2 7 2020 t-�.s.�eS. �.-�0-(R- coq
i
i
Th-3 St:.*In "^^^i1 have been
- �d;::;._.,_.aa�!?r=r er,FF�Y(�ci�+*ss it t�tis Ieca5an h^
ir,SFCr! 2^d(Cr CBrL e i t"1 sir:S til`G 1I�T "i r cthe.r agencies and found to
be satisfactory FOR A M tI4.UM OF BF-DROOMS.
PUDWELLING Craig Knepper, P.E., Chief
BLIC WATER
Office of Wastewater Management
1000-34-03-14
DWELLICP \ PUBLICITER \ /
EL ie.o•
N/0/F
LOUISE\ DAD LEWISQI • EL
CLIFF%0/F a \ WELL
' %59- ?� y`
\ KELLY HARRIS S 4 w o9s0 WAhn
\ \ �/� � < � sv R�Cp ORw� w •���
DWELLING
DWELLING METERPUBUAiER
LN�Z ( PUBLIC °Jn
DWELLINU aNDlas
PUBLIC WATER
/
\ �3, •�� FEEND
0.3'5 N .•j S
CMF ONS / 3
LAT SO EL CS DW L 0. 2a 1. \� .\..�5
PUBLIC
DWELLING
ATER °sro .FE ociv 12 �,, \ DW 4�\� a Isi
0 LLL+++Cb,
sroac.FE.ENo �• 'u. F. DWELLING
o4V c RE FE.tND LOT 42 1N0US GE R/o \JMETER ELEC. PUBLI WATER
SETBACK DA TA 0 °MF D.s'E WOOD
iX / / �2D.3 PORCH LA EL 155 G\
C G /
SCTM SETBACK � � / -� ''- A6.d � G
1000-34-3-14 11' / / WOOD 'N G�
1000-34-3-16 15� / 6� STOOP PG',
1000-34-3-32 20 4 'o
1000-34-3-33 15' LODWEWNG WE $•
1000-34-3-15 12.5 FE.c
AVG. PUBLIC WATER LorO
WELLS FLOOR FRAME HOUSE
��. 0.3V DWELLING
Ivy
� 00.31W END o m con ��Op'W PUBLIC WATER
SHED con.
o.s's 1000-34-03-16
/
CWF �o DWELLING
17-T PUBLIC WATER
7w 00 '
LOTO ' ti
LOT® •
DWELLING \
PUBLIC WATER \ 1.
\ S DWELLING
FRAME HOUSE '00. PUBLIC WATER
ELEVA AONS REFERENCED TO NAVD 88 � � \
KEY / DWELLING \ 1000-34-03-32
PUBLIC WATER \ DWELLING
\ PUBLIC WATER
_ Q = REBAR w�� \
® = WELL �
\
® = STAKE —
� = TEST HOLE
® = PIPE \ 's
® = MONUMENT \ FRAME HOUSE $•
�C
WETLAND FLAG 0-34-03-33 DWELLING
= UTILITY POLE \\ PUBLIC WATER i Q
—W = WATER LINE
ac7l,
S = SANITARY LINE �ypF idEVa,� f7 CA�
G = GAS LINE \ G� � ` �4,.t f 7�s •,� - co 0
off = OVERHEAD WIRE
E = UNDER GROUND ELECTRIC
I am familiar with the STANDARDS FOR APPROVAL AND CONS7RUC77ON OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth
therein and on the permit to construct. The location of wells and cesspools shown hereon are ,
from field observations and or from data obtained from others.
•�'`' ---�' N. . . LIC. NO. 49618
ANY AL7ERAT7ON OR ADDITION TO THIS SURVEY IS A V/OLAITON OF SECAPECON/C-SUR VfYORS, P.C.
7209 OF THE NEW (631) 765-5020 FAX (631) 765-1797
YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL AREA= 12,,218 SO. FT. P.O. BOX 909
CER 77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR
COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET 19-035
SOUTNOLD, MY 11971
3c1 /
SURVEY OF PROPERTY
N
LOTS SHOWN THUS®REFER TO "MAP OF CHAMPUN JOHN G., SIXTY LOTS" NEAR THE VILLAGE OF GREENPORT
FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS FILE NO. JJZ TOWN OF SO UTHOLD
LOTS SHOWN THUS® REFER TO "MAP SUBDIVISION OF BUCKLEY, PROPERTY SUFFOLK CO UNT Y N. Y.
OF CHARLES G, BAILEY" FILED IN THE SUFFOLK COUNTY CLERK'S OFf10E AS
FILE N0. 298 . 1000-34-03-15
SCALE: 1'=30
JULY 8, 2019
AUGUST 5, 2019 (DRYWELL LOCATION)
December 10, 2019 (foundation location.)
P p�p,GE PLIC
NPP � v
DWELLING
PUBLIC WATER
VEC 1 7 2019
DWELLING
PUBLIC WATER
1A
1000-34-03-14
ODWELLING
\ PUBLIC WATER /
\ LAUD WHEN
\f DNAD pWELLLEWIINGS
100
rIF 1As
F W \ ���-
brtERATE �KE RrPUBLIC
DWELLING }\
Zl \ PUBLIC WATER
LORNEf
FLEN
DWELLING FEIND I i's
PUBLIC WATER 0XN k
3y.
OSS ./
LAT® w
0 do
DWELLING WIRE FLOOR. (I ro.
PUBLIC WATER crc.0sroFE 0,1V 1 Pao
srocsc FE.END fc �J O. DWELLING
CIF FECOR. 0.2w LOT 42 L� L '(RL PUBLIC WATER
SETBACK DATA °.,w °rr '�`� LA
/--'` `� O
SSCTM SETBACK -- 'd• �„e, �� �' 4 N5°
1000-34-3-14 11' `� �'"� '�
1000-34-3-16 15'
,M>D++'Sys X59 62 '6
1000-34-3-32 20' LAT 57 4 $-
1000-34-3-33 15' �DWELLING WS �� ��TO
1000-34-3-15 12.5' AVG. j� COIL
sNEo ca
PUBLIC WATER
/X 0.3v DAN A�
sNm COR. ��!" 1000-34-03-18
RAIN RUNOFF CONTAINMENT / , - � DWELLING
HOUSE. 1,900 Sq. Ft. PUBLIC WATER
1,900 x 0.17 x 1 = 323 Cu.Ft. / Boa
o.rw LOTO
323/42.2 = 7.65 VF LOT®
Provide 2 DW 810 x 4' Deep= 8'VF PUBLIC DWELLING \\ / \ �s DWELLING
Connected by Gutters & Leaders / 'q$• PUBLIC WATER
ELEVATIONS REFERENCED TO NA VD 88
1000-34-03-32
PUBLIC \
UWFIIJNG
KEY
\ PUBLIC WATER
DWELLING
O = REBAR PUBLIC WATER
® = WELL
A = STAKE
9 = TEST HOLE
® = PIPE \
® = MONUMENT \
t000-34-03-33
` = WETLAND FLAG \ PUBLIC WATER
= U71LI TY POLE \
--- = UNE
\ �Y
s = SANITARY LINE a�£
WATER
G = GAS LINE \ PLPG r
4
off = OVERHEAD WIRE MPL�N
4r•
G �
I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth
therein and on the to construct. The location of wells and cesspools shown hereon are ~� {
p
from field observations and or from data obtained from others. r„s ,<, LrC. O. 49618
permit
PECONIC URVEYORS; R�
ANY ALTS
RATION OR ADD/nON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW. (631) 765-5020 FAX (631) 765-1797
YORK STATE EDUCATION LAW. EXCEPT AS PER SEC7701V 7209—SUBDIVISION 2. ALL AREA-_ 12,218 SO. FT. P.O. BOX 909
CER71FICA71ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR 1230 TRAVELER STREE Tn
COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 1 c7-035
N SURVEY OF PROPERTY
L07S SHOWN THUS®REFER TO "MAP OF CHAMPUN JOHN G., SIXTY LOTS0 NEAR THE VILLAGE OF GREENPORT . .r
FILED IN 7HE SUFFOLK COUNTY CLERK'S OFFICE AS FILE NO. 337.
TOWN OF SO UTHOLD
LOTS SHOWN THUS® REFER TO "MAP SUBDIVISION OF BUCKLEY, PROPERTY SUFFOLK COUNTY N. Y. ,
OF CHARLES G, BAILEY" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS
FILE No. 298 1000-34-03-15
SCALE: 1 =30
JULY 8, 2019
AUGUST 5, 2019 (DRYWELL LOCA770N)
DWELLING
P v PUBS WATER
�NPpP -
-
SUFFOLK COUPITY DrPAI i TIENT OF HEALT'ri SERVICES
DWELLING P,:R IT ` 1F.AI•yi r1vA}0-CONETi'U T ION 1 0T:A
PUBLIC WATER
FRAME HOUSE
�,� AUG 3 0 2010
DATE
Amri ED cucnc21
�"'' y,epF��FOP, fill�AAx Irim,11 uiAGE' �f—gyp-,E Di,C.0 im Sy^��y
I,DA?' ,1P�S i 111RE:E 1 EP4PS !IRO;n,l DATE OF/'i1�P7'1�.fIIAL
DWELLING
PUBLIC WATER
1000-34-03-14
DWELCP \
PUBLIC WATER
EL 18.9' — —
LOUISEE COHEN — — REIAR'
r
EL 16.e ¢ + y
\ DAVID LEWIS
WELL .�• ' r�
CUFFVtaz wvttnS w 59 Nzo ♦ �� C v -
KELLY HARRIS y+ —FEEND -� 1�. ,��, DWELLING
DWELLING o.9'S
` e PUBLIC WATER
\ PUBLIC WATER \ - ♦ #,
LORI ZINGONE CNF 's• •' �O. 'L L
\
DWELLING \ — FEEND 1.3'S �— ��i ♦ \y s � ��
PUBLIC WATER // OWN
4. �1�1 Y•
piDS —
\ 25.4FEEND 0.X5 ••� 'MNY•, —
lid �' moo. �'O-%''.
LOT® Sptf fE 1d DW e I /\\
0.17.5 q8y•
DWELLING CMF WINE FE.CON. C\ ' T /. —E70 BE UOVED SYS'IEN SAN YN
PUBLIC WATER STOCK.F- m1 w \ EX ST 7N�nE7t, _ / ,7o�9E aEwo�D APER EL 1, 'k
STOCK FEEND \TOD CONC.WMxS�``,_ Op05� 'O. FNOPosfD\ DWELLING
o.zw LOT 42 U• 1D E>E NEuwm pR RpOM -� \ 12.s'A
sa w� FEEND \ k g� tR• E RSO PORCH TroNr \ \ PUBLIC WATER
SETBACK DATA � DNF D.2'E �\ �� K
GMF
SCTM # SETBACK -
1000-34-3-14
1000-34-3-16 15' / 690 \\ -' 16 15982 WO
1000-34-3-32 20' LOT F571 \
1000-34-3-33 15' DWELLING ��
LOT@
1000-34-3-15 12.5' AVG. WATER tee, o. FRAME HOUSE
NG
afX
FF-END W sNEn O N 3'L5'�'1N Pum WATER
ONS coN �
RAIN RUNOFF CON TAINMEN T.• / — — CMF , DWELLIN 'B
17.,. PUBLIC WATER
HOUSE: 1,900 Sq. Ft. 0.rW / o
1,900 x 0.17 x 1 = 323 Cu.Ft. LOT@
323/42.2 = 7.65 VF LOT®
Provide 2 DW 8'0 x 4' Deep= 8'VF PUBLIC \\ —
Connected by Gutters & Leaders \ DWELLING
/ — fRAME HOUSE •$ PUBLIC WATER
ELEVA77ONS REFERENCED TO NA VD 88
KEY / 1DDD-3432
DWELLING \
PUBLIC WATER \ DWELLING
\ PUBLIC WATER
DWELLIQ = REBAR PUBLIC WATER
® = WELL \ /
® = STAKE —
= TEST HOLE
\ ''s
® — PIPE \ FRAME HOUSE •$'
® = MONUMENT
1000-34-03-33
= WETLAND FLAG DWELLING
\ PUBLIC WATER
= U77LI TY POLE \
Nc E 4I
S = SANITARYLINE
G = GAS UNE
oh = OVERHEAD WIRE
GNP
I am familiar with the STANDARDS FOR APPROVAL AND CONS7RUC77ON OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth
therein and on the permit to construct. The location of wells and cesspools shown hereon are
from field observations and or from data obtained from others N.Y.S LIC. N0. 49618
ANY ALTERA770N OR ADD177ON TO THIS SURVEY IS A V 0LA77ON OF SEC77ON 7209 OF 774E NEW PECONIC SURVEYORS, P.C.
YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL AREA= 12,218 SO. FT. (631) 765-5020 FAX (631) 765-1797
CER7TFICATTONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR P.O. BOX 909
COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET
SOUTHOLD, N.Y. 11971 19-035
N SURVEY OF PROPERTY
LOTS SHOWN THUS®REFER TO 'MAP OF CHAMPLIN JOHN G, SIXTY LOTS- NEAR THE VILLAGE OF GREENPORT
FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS FILE NO. 337. TOWN OF SO UTHOLD
LOTS SHOWN THUS®REFER TO 'MAP SUED/VIS/ON OF BUCKLEY, PROPERTY SUFFOLK COUNTY
OF CHARLES G, BAILEY" FILED IN THE SUFFOLK COUNTY CLERK'S OMCE AS
FILE No. 29& 1000-34-03 15
SCALE: 1'=30
JULY 8, 2019
AUGUST 5, 2019 (DRYWELL LOCA770N)
DWELLING
m
P PuWATLR
DWELLING
PUBLIC WATER
FRAME HOUSE
NN. /
r �
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B PUBLIC WATER
1000-34-03-14
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CMF t 10 BE REMOVED AS PER SAN MH
^_7w5 RFOUIREMENTF EL 18.4'
PUBLIC WATER 0
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STOCK.FEEND \AND CONC.WALKS 4 ,' PROPOSED \ —
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Provide 2 DW 8'0 x 4' Deep= 8'VF PUBLIC WATER
Connected by Gutters & Leaders $• PUBLIC ASTER
ELEVATIONS REFERENCED TO NA VD 88 FR4Mf HOUSE
KEY / DWELLING \ 1000-3,-03-32
PUBLIC WATER \ DWELLING
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I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth
therein and on the permit to construct. The location of wells and cesspools shown hereon are "yb.4 a
from Re/d observations and or from data obtained from others.
YS. LIG NO. 49618
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW PECONIC SURVEYORS, P.C.
YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL AREA= 12218 SQ. FT. (631) 765-5020 FAX (631) 765-1797
CERnnCA7IONS HEREON ARE VAUD FOR 77-IIS MAP AND COPIES THEREOF ONLY FSAID MAP OR ' P.O. BOX 909
COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET
SOUMOLD, MY 11971 19-035
Poop
CLARK RE51DENCE
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N. Y. State Education Law. voids Seal and Signature on same. ��oA OS 5-709y
RO ESSIOWP,
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by an Architect or Licensed Profes- visions to or re-use of dra,rring.,s wllh- �' PAGE:
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Section 7203, Subdivision 2, voids Seal and Signature cn same. �An o5�0 �,��
N. Y. State Education Law, OFESSIOW
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calculatiuns submi d+�a'eth the permit app�ication_.Tr�e proposesd Itu<trl rg has been designetr to Ftaev2t the SUPS��CC requirements In T.B.D. INSTALL AS PER _
2x6 RR 2668 2068 5468 ( w4 E Z
P': :hcc � 4.6.5 and to csrmply wte midattoty requxrernents lied in x le Inspecto In checWt 0 6'-10 8'WINDOW HEADER HEIGHTS AS FRAMED ABOVE SUBFLOOR. @ I G" OC m I MANUFACTURER, M I DOWN ~
• ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR WHITE WINDOWS, @4:12 DIMENSIONS ACCORDINGLY
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• DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL I 161-s" x 12 J/CT ® o I O
STYLE � HARDWARE TO BE SELECTED. @ I G" C.
• NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU OUT I I = I Z
ALL AREAS UNLESS OTHERWISE SELECTED BY HOMEOWNER. BATH i
Project Title`Clark P(esit3ence' Report date' I0¢281I9
Data Frb_name>.DntAleAsck. Page I,of S 11�// O w
ROOF NOTES: i
• GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER O ' o~ 9 0 /2
c\ J I 468
ENTIRE ROOF AREA. 1 5# FELT OVER 8" CDX PLYWOOD BATH U Q
SHEATHING WITH ICE �WEATHER SHIELD AT ALL PERIMETERS I <24G8 o w I I CLOSET
AND VALLEYS. 1 2 Cl SET 2068
• ALL OVER HANG DIMENSIONS ARE AS INDICATED; I �E68
9'-5 1/2"
I X8 FASCIA AND VENTED, VINYL BEADED SOFFITS. I I L___J
2068 PROJE TION
TYPICAL OF BOTH LAYOVERS - BOLT TO RAFTERS I
(WHILE PEN
3-4 I/2 3-1 5-a
• 6_I 3-1
w/8" LAG BOLTS *WASHERS N CLOSET LINEN 45D. C.O.I N
W
•
7: 12 PITCH OVER ALL ROOF AREAS; 4: 12 @ PORCH I 4068 0 I 12'a I/2° m
#5D' E I 2668 MASTER BEDROOM I O
RUNOFF NOTE: 2-1"
GUTTERS CONTINUOUSLY AROUND; LEADER LOCATIONS 0.3%LIGtI J
9.3% HT
AS PER INSTALLER- ALL LEADERS DRAIN TO 4" O PVC BEDROOM 2668 C hI 5.2%VENT 11 I n
PIPE TO NEW DRYWELLS. EcnoN p 1495Q.FT. - 5ECTION LL
A 9 3%LIGHT A Q y
5.2% ENT I N
2,12 CJ CT Q
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RUNOFF CALCULATIONS: 2x 10 RR z
2 103 x . I G7 x 7.5 = 2G34 gallons of runoff I @ I G" o. I _ m o
@ (1 ) 1 '-0" x 8'-0" O capacity = 300 gallons
2@341 300 = 8.78
Runoff Containment Requires:
11
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ENT .Y
(provides 2700 total capacity) 2x 10 RR -
3 n
@ I G" O.C. r
4'-0 Irl"
I 3068 N
DI
EGRESS wl EGRESS WI 8
- wz D WN 3" -- - m
- . - . T PORE - . - . -. -.
4'-8 3/1 6" 10'-3 13/1 6" 0'3 3/ 6" 4'-8 3/ 6" - N
G`-
0 COVERED ENTR PORCH
m d 8'-6"CEILING HEIGHT O
D o (Z -
X 4"x6 DECK BOARDS > �_
N BEADBOARD ON CEILNG xI 8" SQ. COLUMN w/CAP
WINDOW AND DOOR SCHEDULE 2- 9 2" LVL DROPPED HEADER t BASE DETAIL, TYPICAL
4" BOTH COLUMNS SHOWN
CLEAR GLASS EFFECTIVE PRE55URE DESIGN LU
SYMBOL MODEL NO. WINDOW TYPE W
PRESSURE DP RATING QUANTITY SPECIAL NOTES
OPENING AREA WIND AREA ZONE 14'°" Z
0 v
W1 TW2G52 TILTWASH 5.39 9.70 10 5 17.4 -22.0 40140 G 15t. FL. EGRESS
(� m
W2 A21 AWNING 0.09 2.60 10 4 18.2 - 19.0 40/40 4 2 LOCATED IN ATTIC LU
W3 A3 I AWNING 1 .40 4.30 10 5 17.4 -22.0 40140 2 30'-0"
W4 TW203G TILTWASH 2.71 4.73 10 4 15.2 1 _ 19.0 40/ 40 1 C �
secrloN 11.1 L
W5 TW2432 TILTWASH 2.84 5.09 10 4 15.2 -19.0 40/40 2 >°
3
WIG G44 GLIDING 6.00 10.00 10 4 18.2 - 19.0 30/ 30 2 EGRESS IN BASEMENT Q z
�- o
D I FWH3 1 6 1 1 FRENCH WD. HINGED 16.72 1 1 .75 20 4 17.4 -19.0 40140 1 U E
D2 FWG60G I I FRENCH WD. GLIDER 1 21 .87, 35.85 50 1 5 I G.3 1 -20.0 40140 I z
FIRST FLOOD PLAN
D3 3068 HINGED ENTRY 16. I I - 10 4 18.2 1 -10.0 40140 I THERMATRU z
ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED SCALE: 4" = I '-0"
WRIDOWS TO BE WHITE EXTERIOR, WHITE INTERIOR, TRADITIONAL SERIES LOCKS f HARDWARE IN WHITE FIN15H AND FULL EXTERIOR SCREENS
FINE LIGHT BETWEEN THE GLA55 GRILLES, COLONIAL PATTERN, UPPER SASHES ONLY.
CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B
COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER PSE 155 NE
TABLE R 301 .2 (4) A OF THE NEW YORK STATE RESIDENTIAL CODE.
WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS firchitect and Ennineer's Seal and
WITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO 0-0"SHALL BE 2 1/2 - # 8 WOOD SCREWS AT I G"O/C, FASTENERS "P.Iteration of this Document except Signature on[Y good for iniflal use of z `
FOR SPANS UP TO 8'-0"SHALL BE 2 1/2"- #8 AT 12"O/C. TABLE 30 .2. I .2
by an Architect or Licensed Profes- drel.'ing• Changes, a!terntions or Ire- w
sional Engineer, is illegal." visions to or re-use of dravninus vJiith- 2s h �?�
ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRE55URE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED out Architect or En J Fo 589 �� PAGE:
1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR N. Y.Section to E Subdivision 2, Signature
s same.
'b
GLAZING MUST MEET ASTM E 19eG TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
N. Y. State Education Law. voids Seal and Signature en sarne. �OFEss+O�'P
REFER TO SECTION R 1609. 1 .4 FOR ALTERNATIVE OPENING PROTECTION.
UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC, 7209 OF THE N,Y.3. EDUCATION LAW
4 1
1 1 Z' LVL RIDGE;
NAILING SCHEDULE GENERAL WIND PROTECTION CONNECTION NOTES, SIMPSON C520
...........
Adapted from Standard for Hurricane Resistant Residential Construction; 55TD CONNECTOR(TYF. ALL ® O
C)
-—---------—----—-----------------------------_--------------................. ........................
41
10-99 and 20 15 SBC HI cjh Wind Edition Wood frame Construction 5 in >,
-2-6 1-5`W-0,6, &0 N-5 R,J...C'T'-,6 1 It M A l'V_A-L--------------------- 41 Z U
JOINT IDE5CRIIPTION NAIL QUALITY` NAIL PAGING fasteners and Connectors for Wood frame Construction
ARCHITECTURAL ASPHALT
ROOF ING WITH 15# f ELT
I A continuous load path between footine-J5, foundation5 walls, floors, studs and
ROOF FRAMING
CDX PLYWOOD
roof framincj shall be provided. OVER
RAFTER TO TOP PLATE �TQE NAILED. 6-O'WALL:3-na PER PAI ER
..... ......... ......................................................... WITH ICE t WEATHER SHIELD C, 12
I&_'cr'WAL L:3-8d 'PER'RAFTER E Pk
............ 11.11,111, 1 11.111, 1.11, 1.11-11.-.1-111.11 -11. "I'll ...111-1 1"..11 \a 6
CEI ING JOIST TO TOP PLATE :TOE NAILED &-O'WALL:3-6d PERJC15T 2. Approved Connectors, anchors and other fa5tenincj d6VICC5 not included in @ PERIMETERS$ VALLEYS
0--0-WALL: -8d PER JOIST T ....... @ ATTIC OUTLINE Of WINDO 51: LU L6
the Standard Building Code, Section 230G of 113C Shall be Used in accordance
0 <
CEILING J015F TO PARALLEL RAFTEF, ':FACE NAILED SEE TABLE 3.7 EACH LAP with manufacturer's recommendations. WITHIN GABLE END-
CEILIN(,J015F LAPS OVEF,PART7101`15 ;FACE NAILED SEE TABLE 3.7 EACH LAI' DOLT ALL CJ TC RR wl 2-i" C5
i-'_-_'_'-_-11-1.1 2 HEAULK HEIG T 5HO N
COLLAR TIE TO RAFT ER FACE NAILED SEE TABLE 3.4 ft 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the
BL6CKIN�',TORAFTER TOE NAI LED 2-8d 1 I E.A I C H 11,E 1`1 41.)I weather or subject to salt corrosion in Costal areas, shall be Stainless steel or SIMPSON H7 CONNECTOR R-4�) BATT INSULATION FROM 5UI5FLOOR
.............
RIM BOARD TO KAFTEF, :END NAILED 2-1 Col EACH END LL AREAS
hot dipped galvanized. I x8 FASCIA, CENTERWITHIN CEILING,I� PLYWOOD 5UbfLOOR
WALL FRAMING
I, " 1 1 11 -,,1,,-, 11 1,, :- ''r," I I. BEADED VENTED VINYL 2xl2CJ /CT@ IG" OC
4. Where windows and doors interrupt WOOCI structural panel sheathing and
TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT SOFFIT; 5" OVERHANGS
TOP PLATES AT INTERYFCTIQNS FACE NAILED 4-1 Gd JOI,NT5-EACH SIDE siding, framing anchors or connectors Shall be provided at the top and bottom 6"
STUD TO 5TUD FACE NAILED 2-1 GLI 24"O/C of cripple studs, header Studs, and at least One stud at each 51dC of opening. 2- 2x 10 HEADERS ABOVE
HEADER TO HEADER FACE NAILED IGd I G"O/C ALONG EDGES WINDOWS � DCOR5;
TOP OR,BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD 5. RIC16J6 Straps Shall be attached to each pair Of OFF05incj rafters except where C520 STRAPPING
3-1 rd PEP,12X'-STUD
4-1 Gd P I ER 2X8 5TUD collar ties Of I xG or 2x4 lumber is located in upper third of attic space and
attach to each pair of rafters. 2x4 STUD FRAME EXTERIOR BEDROOM HALL BEDROOM
BOTTOM PLATE TO FLOOR J0157i,
G. Uplift correctors Shall be provided at each rafter bearincj. WALL @ I G" O.C. wl R-23 INSULATION,
13ANDJOIST,END J015T,OR BLOCKING, FACE NAILED 2-1 G61 PER FOOT
f" CDX PLYWOCE) SHEATHING, -L" FOAM Q 0
8 2
IrLOOk FRAMING 7. floor to floor hoe to be provided every 48, and every I G" within 4' E30AKD INSULATION, HOUSE WRAP 2x4 INTERIOR STUD
51DING AS SELECTED; PARTITIONS,J" GYP.
J015T TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-i5a PER JOIST of exterior carriers. R-30 INSULATION WITHIN
BOARD EACH SIDE
BRIDGING TO J015T TOE NAILED EACH ENDGYPSUM BOARD ON INTERIOR BASEMENT CEILING, ALL AREAS
---------- 2
B - NG TO J015T JOE NAILED 2-3,1 EACH ENID 8. 5111 Plate to foundation Anchorage: Sill plate shall be anchored to the
�TOE NAILED 3-1 GJ EACH BLOCK 3" PLYWOOD 5U13fLOOR
BLOCKING TO SILL OR TOP PLATE • foundation with anchor bolts having a min. bolt diameter of 5/5" and 3" x 3" x 2- 2xG ACO SILL PLATE 4
LEDGER STRIP TO B'EAM. FACE NAILED EACH JOIST 9�'TJI 230 fJ @ I G" CC
TO 1/8" washers. A minimum of one, anchor bolt Shall be provided within IS to 12 OVER TERMITE 5HIELD �I M 7 J
J015T ON LEDGER BEAM TOE NAILED PER JO I-05T C? OVER SILL SEAL;
BAND J015T TO JOIST END NAILED" '3-'!Gd' PER jo6f inches of each end of each plate. Anchor bolts Shall have a minimum embedment
of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located PROVIDE SIMPSON C520 Z:
BAND 1015T TO SILL OR TOP PLAT :TOE NAILED 2-1 CaPER FOOT V77 LrT4 CONNECTOR5 3- 5 LVL DROPPED GIRDER Q) 0
r r 2
within 12 inches of corners and at spacing not exceeding 4 feet on center. > >
< in
KOOF SHEATHING
DIAMETER STEEL LALLY
3 21
DIAMETER ANCHOR BOLTS
41 PERIMETER EDGE ZONE- 10'O/C-G'AT PANEL EDGES b COLUMN BURIED IN
STRUCTURAL PANELS 6d AND AT INTERMEDIATE�'3L)PPOKI'S IN THE PATtEL FIELD W1 7" MIN. DEP-H @ 46" O.C. BATH DESIGN LOAD CALCULATIONS 11 24"x24"x 12" POURED
1) 1 i"AT 3 x-L'WA5HER @ PLATE MOISTURE/MOLD CD 0
INTERIOR ZONE- I G�C/C-G'AT PANEL EDGE5 AN W/ MIN. 3"X 5
CONCRETE FOOTING
C)
INTERMEDIATE SUPPORTS IN THE PANEL FIELD BASEMENT - RESISTANT GYPSUM
'4' _P INCLUDING 4'-0-ON EACH SIDE Or THE ROOF PEAP:,THE 4--0`PERIMETER MINIMUM UNIFORMLY D15TRIBUTED LIVE LOADS(Ilb5f) 0
F0KKOOrSir1IfATdINGWFHIK -0�OF THE PERMffTF,EDGE OF THE ROOF,IN 5" POURED CONCRETE HEATED * PARTIALLY BOARD IN ALL BATHS
EDGE ZONE ATTACi1M5NT KEQUIREMF1lr5 SHALL BE.USED. EXTERIOR BALCONIES, GO 0
Lr) 0
FOUNDATION WALL W1 FINISHED
40
DECKS -2"X 8" cl.
CEILINGSHEATH N 2'
REBAR IN FOOTING
GYPSUM WALLBOARD 56 COOLERS 7-EDGE I Q`FIELD ATTICS WITHOUT STORAGE 10 FTG.; PROV.
ATTIC5 WITH 5TORAGE 40 (TYPICAL ALL AREAS)
WALL 5HEATHIN ROOM5(OTHER THAN 5LEEPING ROOM5) 40 .... LLJ
30 4" POURED CONCRETE SLAB
STRUCTURAL PANELS, 112` 1 1 qa.Galv�Koofiraj inal 31,EDGE I G' FIELD SLEEPING ROOMS *NO CONCRETE SHALL BE ON COMPACTED FILL
....... PC = 3,000 F51 @ 25 DAYS 2x4 ACQ STUD FRAME PERIMETER
f qa-GalvRo,-)firj nail EDGE/G"FIELD FOOTINGS SHALL BEAR ON WALLS @ I G" OC. PROVIDE R-1 5 INSULATION C)
;25/32" 1 2"y 1.751.x.315�,ead) 3 DF (S)
............... CLIMATIC AND GEOGIKAPHIC DESIGN CRITERIA UNDISTURBED 501L WITHIN it YWALL TO f IN15HED SIDE; SEAL
FIBERBOARD PANEL5 17/1 G' Gd 31,EDGE I G,FIELD
BEARING CAPACITY Of CONCRETE WALLS wl MOISTURE BLOCK > X
125/32" Bd 3-EDGE!I C"FIELD GROUND SNOW LOAD 45 lbs LLJ
. .... .. ..... 1 .5 TONS PER SQUARE FOOT PRIOR TO FRAMING
Wryp_sul,�,WALLBOARD 5a COOLERS 7"EDGE/ 10"FIELD BA51C WIND SPEED 130 mph
4'EDGE ZONE- 0o'QIC-G"AT PANEL fDr,155AND 12'AT Ex sure Catelory 0
HARDBOAKE) INTEPMEDIATF SUPPORTS IN THE PANEL FIELD
.............. ............. ........... '""'............... ---- ---------......
INTERIOR ZONE- I G"CVC-G"AT PANEL EDGES AND 12"AT SF15MIC DESIGN CATEGORY B LU LLJ
61d INTERMEDIATE SUPPORTS IN THE PANEL FIELD WEATHERING SEVERE
PLtJQR 0
FIR05T LINE DEPTH 13UILDING 5ECTION "All
STRUCTURAL11 PANELS I l OR L 1�55 11 bd G"EDGE 12"FIELD
.......... TERMITE MODERATE TO HEAVY
ICE BARRIER PEQUtPZD YES IG CL/
SCALE: 1 1-01, 0
Nailing req;-,rerrierit5 are based co wall sheathing nailed G mcie.-O.C.at the prel edge, If wall 5heathiri:g 15 nailed 3 inclics-O.C.it the panel c&3e to oirtair
higher--,hear capacities,najlmej reqtgremient5 for c:trutntvral merrber5 E"hall be doubled,oral
Wher wall sl-,eoth�ng 15 cottinume,over connected members,;re tabulated rurribcr of na;ls shall be permitted to be reduced to I-I C-d mail per foot.
GENERAL NOTES: CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS
0 The information on this set Of Construction documents 15 to relate basic CIC51cm ELECTRICAL NOTES:
intent and framing details. They are intended as a construction aid, not as a
substitute for generally accepted 6joocl building practice and are in compliance with • All electrical work to be ECIAKD Off FIRE UNDERWRITERS,approved and to include PROVIDE 1/2"SPACING
current 2010 New York State 113UildmqCodes anc1 the 2015 IRC. The general contractor m5tallation of fixtures s 5recificaticn5,15 indicated on plans. Light fixtures to supplied by BETWEEN THE END STUD
UPPER SHEARWALL
15 responsible for providing standard construction details,and procedures to ensure a BOLTS
professionally fin1511CCi, Structurally sound and weatherproof completed product. owner and m5talled by contractor. Gff I outlets required at bathrooms and exterior areas. Install AND THE 2 OTHER STUDS CORNER BRACKET
all OUtICt5 a5per code. All work 15 to clone in5trict accordance with the New York State Code NOTCHED RAFTER FOR ALLOWING CONNECT CORNER STUD ANCHOR LLI
0 General contractor to coordinate all subcontractors, scheduling of work and by a licensed electrician. All now snitches*outlets to be Leviton, Toggle, supplied $m5talled RAFTER HOLDDOWN INSTALLATIONTO TRANSFER SH
cl t5 4, of this DOCLIMent except
interaction between trades. by contractor. Contractor to do all hook-ups as required for bathroom fans, COokm13 exhausts and in EAR "Alt L On by an Architect or Licensed Profes-
L
provide wiring as required for Cja5 fireplace and cooking appliances. RIDGE FASTEN WITH (2) 16d
RIDGE NAILS @ 6"O.C.
• The contractor 15 rC5pOn5IbIC for ensuring that all work and construction MCCt5 cionad Engineer, is illegal." 0
or CXCeCC15 current federal, state;and local codes, ordinances and regulations, etc. Z_� Subdivision 2, CL/
These COCIC5 are to be considered as part of the specifications for this building plan. FRAMING NOTES: SIDEWALL ENDWALL Section 7209, a—/ Ln
THREADED ROD State Education �aW-,) LU
HR I .
• If in the course of construction, a condition eX15t5 witch d15aqrci55 with that as 0 All lumber 15 to be DOUJla5 Fir#2 or better at I G"on center <
Indicated on these drawings, the contractor shall stop work and notify the designer OF N'Ell,
the engineer immediately. Should he fail to follow this procedure and continue work, SHEAR WALL CORNER CONNECTION DOUBLE PLATE N
0 All wood framing in contact with concrete or masonry 15 to be pressure treated. 'ACQ'designation Mq N
he shall a55UMC all responsibility and liability arl5mc3 therefrom. r-
refer5 to current arsenic-free treated wood standards and shall take the place of CCA, <
TYPICAL F TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING
Dimensions take precedent over 5GAC - DO NOT SCALE DRAWINGS. ANCHOR ArcNtect and Engineer's Seal and
0 70
All TJI'5 are to be installed in accordance with the manufacturer's specifications and shall include CORNER BRACKET S
0 f== Signature only good for initial use of 0 Z
0 The CIC51�3ncr has not been engaged for construction supervision and a55UMC5 no squash blocking wet?stiffeners at bearing pomt5 on girders and other load bearing areas BOLTS P
responsibility for construction coordinating with thi55C P13115, nor responsibility for KING STUDS LOWER SHEARWALL draaingg. Changes, alterations or re- `mss
construction means, methods, techm6lue5, sequences Or procecclure5 or for 5aftey 0 Structural Steel ASTM A3G- I`Y= 3G K51
methods,precaution5 and programs in connection with the work indicated. There are no SHEARWALL TO SHEARWALL visicns to or re-use of drawings Yiith- �1110 0 5-100
warranties for a 5FICCIfIC use expressed or implied in the use of these plans. 0 All straps, connectors, plates,bolts, nails, etc. are to be galvanized. Designated connectors, straps, CRIPPLE STUD out Architect or Engineer's Approval1'ESSIo0%-
etc. on these drawm�5 are my by 5111p5on unIC55 otherwise indicated. All connectors, straps, etc. are to be RAFTER SHEARWALL HOLD-DOWN DETAILS voids Seal and Signature on same.
• Contractor to provide hardwired smoke detectors, with battery back up, and with HEADER N.T.S.
no intervening 5WItChC5, on all floors and in each bedroorin. Verify with local code nailed/bolted in accordance with the manufacturer's specifications.
requirements as per Section R3 17 New York State Residential Con5truciton Code.
Install carbon monoxide detectors as per code. All floor sheathing 15 to be 4"AC type plywood, tongue it groove and shall be cjIucd and screwed to RAFTER E)
JACK STUDS
the fIoorjOI5t5(G"O.C. ed es* 12"o.c. field)
TOP PLATE
FOUNDATION NOTES:
TOP PLATE DOUBLE TOP PLATE
0 Solid blocking 15 to be in5tallCd every(5'-0" max. or mid span Of all floor Joists with spans exceeding TOP
PLYWOOD SPACER TYPICAL HEADER
0 General contractor to review plans, elevations and ClCta115 to determine (5'-0". Blocking 15 to be m5talled at all point load bearing points.
WALL STUD OR AS PER PLANS
intended heICJI1t5 of finished floor above typical grade. WALL STUD
III
• Footings shall bear on undisturbed 5011 within bearing capacity of 1.5 ton5/561.ft. 0 Install double J015t5 under all partitions running parallel TYPICAL HEADER CONNECTION MT524C RAFTER TIE
0 All exterior wall headers to be as indicated on floor I it sections and all interior L!�L BY SIMPSON OR EQ.
• Concrete shall be FC = 3,500 F51 @ 28 days headers are to be 2- 2"x 10" unless otherwise noted. All headers exceeding 5-0"shall have a double TYPICAL RAFTER TO WALL STI CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION HEADER/WOOD BEAMII II II I II
TYP. AT WIN. HDR.
Jack 5tUC1 with a 51n,5jlc king stud t on exterior walls provide double 5111 plate (typical). on, WOOD
• Concrete on 4"sand or gravel fill minimum, with GxG - I C/10 welclecl wire MC511 0 REFER TO FLOOR PLAN AT I G" O.C. AS PER PLANS
reinforcement. Interior 51al:95 to be placed on G. mil. 5tabtlizeci polyethylene vapor (2) 2"x G"JACK STUDS (V
barrier. Welded wire mesh 15 to be placed in the top third of the slab and r5 to be Provide m5ulation baffles at cave vents between rafters and soffit vents as indicated 2ND. FLOOR WALL STUD 0 STUDS i t�,—D[31_. TOP PLATE AT LU
on plan5 Z
061CClUatCly supported by precast concrete bar supports to assure that the reinforcement HEADER DETAIL (TYP TO BOTH SIDES) F_ SECOND FLOOR OR
15 held in position during concrete placement and flnl5hm�. AT SINGLE STORY
0 Exterior flashing 15 to be adequately m5talled at all connections between roofs, Wa115, NOT TO SCALE
2ND. FLOOR PLATE
• Isolation Joints are to be Installed between the 513b and the walls. Use preformed
chimneys, projections and penetrations as required by approved con5trction practices. SUBIFLOOR LLJ
112" below the 51319 surface and the re5UItInCJ joint 15 to be filled WOOD JOIST WOOD JOIST RIM BOARD I 114"X24" 20 GAGE C)
Joint filler that 15 to be Cut FLOOR PLAN NOTES: 7 4' 0' DBL. 2XG TOP PLATE
with an Cla5tOrrer-IC joint sealant. I .1�1 - HEADER STRAPS TYP.
BLOCKING TYP. R/
JOIST HANGER �I AT 2 IN D f LR. EXT. LLJ
WNDOW
General contractor to install cop-r-tex(or copper) sheet metal termite 5hieIC15 Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS 1ST. FLOOR TOP PLATES USE 8d COMMON NAILS @ G" OPENING WALLS
•between all Wood 5Urf3Ce5 that are CXF05CCI to concrete or masonry surfaces. GIRIDERMEADER O.C. AT FIELD AND 4" @ I I
• All interior Wa115 to be covered with 1"gypsum board with metal corner reinforcing. All r2"XG' WALL FRAME @ I G" O.C.
T EDGES -REFER TO PLANS
WOOD GIRDERII
drywall products, including 6Jyp5UM board, screw,joint compound, tapes *trim shall be U.5. WOOD JOIST 1 ST FLOOR WALL STUD 7i
Damt2lproof exterior of foundation wall with a bituminous coating; Foundation -0 FOR DESIGNATED AREAS I 114"X24" 20 GAGE
0 Gyr5UM Co. or approved equal. All Joints shall receive 3 coats of joint treatment. Sand final IF
excavation upon approval of building department in5pection5.
2X6 BLOCKING TYP. JACK STUD 5TRAFS TYP.
coat to a uniform smooth surface. All W3115, ccilrn6j and interior Of G105Ct5 to be tared and 7
:
PLUMBING � HVAC NOTE5: 5raCkICd, 3 COat5, ready for paint. AT SEAM AT ALL AT 2 51DE-9 Of OPENING <
BLDG. CORNERS
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER
Interior point to be Benjamin Moore, walls"clove white"and ceilings white, unless 2XG WD STUDS AT
• All plumbing work shall be clone by a duly licensed plumber and MU5t conform and adhere RIIVI JOIST
otherwise decided by homeowner. All interior trim *mouldings to be high cjlo55 clove white. 11
to all New York State building codes safety requirements. FLR./FLK. CONNECTIONS I GO.C. TYP.
112" CIDX EXTERIOR GRADE
• •If wall plates Or j015t5 are cut during the installation Of plumbing fixtures or equipment Insulation ratings and m5tallation location5 35 indicated on floor plat-5*sections. 1ST. FLOOR WALL STUD E) PLYWOOD SHEATHING b I 114"X24" 20 GAGE
contractor must provide appropriate bracing to tic framing back together. I'll TYP'. HEADER STRAPS TYP.
• Interior doors to be solid core 5tyle to be determined. Interior trim to be 1ST. FLOOR PLATE RIM J015T AS PER PLANS AT EACH STUD
Plumber to supply and in!�tall tankIC55, on clemanc hot water heater. I x4Ca5Inc)5 With backban65 and 5-L"neck base trim with shoe.
0 4 SUBIFLOOR EIL 1� I REMOVE EXISTING SHEATHING
• Plumbing fixtures to be 5IJ12plICCI by owner, installed by plumber. All bath *kitchen area walls and ceilings adjacent to wet areas to have water resistant WALL STUD WALL STUD RIM BOARD V WALUHEADER AS REQUIRED TO APPLY STRAPS
Mechanical subcontractor 15 rC5pOn5IbIC for adhering to all applicable codes and drywall, and provide cement board for all areas set to receive tile. BOTTOM PLATE BOTTOM PLATE NOT TO SCALE
61afety requirements. Kitchen to have countertops as selected with ceramic tile, subway Iback5pl35h; all baths BATHTUB SUB FLOOR DOUBLE SILL PLATE NAILING DETAIL (ELEVATION)
to have ceramic the floors and surrounds as selectedby homeowner. DOUBLE JOIST DOUBLE JOIST FOUNDATION WALL NOT TO SCALE
HVAC subcontractor to fully coordinate system rata $- requirements with the
:61uirment supplier and to provide final system layout drawing and submit it to general contractor,
owner and equipment supplier for final review*approval. TYPICAL WALL STRAPPING DETAIL5
PAGE:
• Mechanical system to be 3 zone with damper controls on second floor. Include NOT TO SCALE
optional hydrating air system within. DOUBLE JOIST FOR UNDER A BATHTUB DOUELE JOIST FOR NON-BEARING WALLS 1 ST. FLOOR TO FOUNDATION CONNECTIONS
~ • HVAC
ONNECTIONSHVAC to vent all dryer it cookmg exhausts.
UNAUTHORIZED ALTERATION OR ADDITION TO THt5 DRAWING AND RELATED DOCUMENTS/3 A VIOLATION OF 5EC.. 7209 OF THE N.Y.S. EDUCATION LAW
L
N � O
O O Ln >
Z
W
I��
SIMFSON C520 n (S) C) m
O
ATTIC
V&��r 2x I O @ I G" OC
PROVIDE CS 1 G FLOOR TO FLOOR
2x 10 CJ/CT @ I G" OC STRAPPING @ GABLE END WALLS
2x 12 CJ/CT @ I G" OC gr
8 3- 1 1 8" LVL DROPPED HEADER
R-49 BATT INSULATION 3- 118" LVL HEADER FLUSH I
WITHIN CEILING, ALL AREAS TO CEILING. HANG CEILING 6
BEAMS w/TECO @ I G" OC POST WHERE SHOWN 2x4 STUD FRAME EXTERIOR
ON PLAN WALL @ I G" O.C. w/ R-23 INSULATION,
GREAT ROOM 2x4 STUD FRAME WALL COMMON TO 8" CDX PLYWOOD SHEATHING, 2" FOAM
N
GARAGE; 3" CLOSED CELL SPRAY FOAM BOARD INSULATION, HOUSE WRAPGARAGE SIDING AS SELECTED;
INSULATION WITHIN � -9" FIRE RATED y
R-30 INSULATION WITHIN DRYWALL ON EACH SIDE OF FRAMING UNHEATED, UNFINISHED 2" GYPSUM BOARD ON INTERIOR
BASEMENT CEILING, ALL AREAS 2- 2xG ACQ SILL PLATE Q Ln
" PLYWOOD SUBFLOOR OVER TERMITE SHIELD _ z
4 92" TJI 230 FJ @ 16" OC OVER SILL SEAL;
PROVIDE IMP ON C520
U m m
PITCH SLAB TOWARDS W/ LPT4 CONNECTORS
DOOR @ -L / FT. Ln Q) O
3- 9 2" LVL DROPPED GIRDER p —
01
4" POURED CONCRETE SLAB 8' DIAMETER ANCHOR BOLTS LCA U _
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2' GYPSUM \L
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TYPICAL ALL AREAS UNEXCAVATED UNFINISHED FOUNDATION WALL W/
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(TYPICAL ALL AREAS)
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SCALE: 4" = I '-o" "Alteration of this Document eXccept
CL/
—
by an Architect or Licensed Profes-
sional Engineer, is illegal."
Section 7209, Subdivision 2,
N. Y. State Education Law.
Architect and Engineer's Seal and
Signature only � w 3, A°A
Si
g y good for initial use of
drawing. Changes, alterations or re-
-use
visions to or re of drawin7s with-
out Architect or Engineer's Approval � - L�j W �
voids Seal and Signature on same,. Q-
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4 2- 92EXTERIOR�WRAP" LVL HEADER; TREAT
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DRAIN (2) -z CARRIAGE BOLTS
m
NOTCH POSTS
FOR GIRDER o FULL HEIGHT FOUNDATION W
m WALL ALONG STAIR ENTRANCE. y
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NO SCALE SONOTUBE w/ POURED o
CONCRETE FOOTING Q 'n
20"x 20" x 8"d. z
(TYPICAL ALL FOOTINGS)
BUILDING SECTION "C"
SCALE: 4"
PAGE:
5
UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS/5 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW