HomeMy WebLinkAbout44813-Z *' gSWQi��,�y o Town of Southold 6/29/2021
o
P.O.Box 1179
W 53095 Main Rd
Gy�jo� �ao� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42123 Date: 6/29/2021
THIS CERTIFIES that the building ALTERATION
Location of Property: 7630 Main Bayview Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 87.-5-16.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/9/2020 pursuant to which Building Permit No. 44813 dated 5/28/2020
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:
alterations and roof deck repair to existing single-family dwelling as applied for.
The certificate is issued to Calcaterra,Regina&Ciaravino,Todd
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44813 6/21/2021
PLUMBERS CERTIFICATION DATED 5/7/2021 fi N to dingto
A th riz inr gnature
os�F aF t�coG TOWN OF SOUTHOLD
y BUILDING DEPARTMENT
y s TOWN CLERK'S OFFICE
o . 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#: 44813 Date: 5/28/2020
Permission is hereby granted to:
Calcaterra, Regina & Ciaravino, Todd
250 Oak Rd
New Suffolk, NY 11956
To: construct alterations to existing single-family dwelling as applied for.
At premises located at:
7630 Main Bayview Rd, Southold
SCTM # 473889
Sec/Block/Lot# 87.-5-16.1
Pursuant to application dated 3/9/2020 and approved by the Building Inspector.
To expire on 11/27/2021.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $260.40
CO -ALTERATION TO DWELLING $50.00
Total: $310.40
B ' ding Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
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$15.00 pp
Date. (i,r.A0 1—
New Construction. V Old or Pre-existing Building: (check one)
Location of Property: 0 e v �`'`'� ✓ U�✓� L
Hoa a o. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000,Section Block C9 Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: c a)
Fee Submitted:$ 2i
"
App 0
Southold Town Building Department Authorization"
(Where Applicant is Not the Owner)
I, Regina Calcaterra residing at PO Box 257, New Suffolk, NY 11956 and Todd Ciaravino do
hereby authorize Mark Schwartz to apply for a pennit to the Southold Building Department_for
the property we co-own at 7630 Main Bayview, Southold,NY.
December 31. 2019
Regina Calcaterra Date
December 31, 2019
Todd Ciaravino Date
oF so�ly®�
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 c �o Sean.devlinl-town.Southold.ny.us
Southold,NY 11971-0959
®lyC®UNT`11,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Regina Calcaterra
Address: 7630 Main Bayview Rd city.Southold st: NY zip: 11971
Building Permit#: 44813 Section: 87 Block: 5 Lot- 16.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Mariner Electric License No: 45056ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor X Pool
New X Renovation X 2nd Floor X Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 53 Ceiling Fixtures 10 Bath Exhaust Fan 2
Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 5 Smoke Detectors 3
Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 45 CO2 Detectors
Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 4
Transformer UC Lights Dryer Recpt 30A Emergency Fixture Time Clocks
Disconnect Switches 34 4'LED Exit Fixtures f� Pump
Other Equipment: Hood, Gas Oven, DW, Micro, W/D, Mini Fridge, Ice Maker, (5) LV Deck Lights
Notes: Whole House Renovation
Inspector Signature: Date: June 21, 2021
S.Devhn-Cert Electrical Compliance Form.xls
pF SOUp'z'OIo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G
Southold,NY 11971-0959
BUILDING DEPARTMENT •,
TOWN OF SOUTHOLD -
' JUN 1 7 2021
CERTIF'ICATION
Date: A& -7 ZDZ
Building Permit No. L'L(
Owner: �j& C_&C—CeA 1(-ip�ZA
(Please print)
Plumber: 1 a'j
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this 7
day of , 20 A I
CAROL L.EDINGToN
A NOTARY PU6L.IC,STATE'OF NEW YORK
NO-0 f ED6088030
QUALIFIEDIN.$UFFOL.K COUNTY
COMMISSION=IREg MARCH 3,2
Q-9 3
Notary Public,_41 County
n I� �O�apE SOUT�OIo
v # # TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLEIG.
[
])FOUNDATION 2ND [ ] INSULATION/CAULKING
]
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 INSPECTOR
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# TOWN OF SOUTHOLD BUILDING DEPT.
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- INSPECTION
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[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[
] ' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
irl CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE INSPECTOR
#' f TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC rROUGH
ON
[ ] FOUNDATION 1ST PLBG.
( ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE-& CHIMNEY [ ] 'FIRE SAFETY INSPECTION
[ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
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DATE 'INSPECTOR
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INSPECTION
[ ] FOUNDATION 1 ST [ ] OUGH PLBG.
[ ] FOUNDATION 2ND [V INSULATION/CAULKING
[ ] FRAMING/"STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE INSPECTOR '
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [X] ROGH PLEIG.
FOUNDATION2ND [ LATION
FRAMING / STRAPPING [ ] AL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
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INSPECTION
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[ ] FOUNDATION 2ND j j INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION rl PRE C/O r�
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TOWN OF SOUTT'kOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPp �TMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 1 971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
5W '� '•' ___ Flood Permit
Examined ,20 v V Single&Separate
MAR 9 2020 Truss Identification Form
Storm-Water Assessment Form
D 20 11f ^` Contact: �+
Approved s Mail to:_�-f ���C CI{(,(J ��Z
Disapproved a/c Z
Phone:
Expiration 1 ,20
BuilvW lyspector
2 $ 020 APPLICATION FOR BUILDING PERMIT
Date , 20
INSTRUCTIONS
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 herein 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.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, age t, architect, a ineer, general contractor, electrician,plumber or builder
1
Name of owner of premises t jC4LcA:rEZe-A-
(As
4 on the tax roll or latest d
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer) — -
Builders License No.
Plumbers License No. (Jtw
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
MAI 1,J IO✓T
H use umber Street Hamlet
County Tax Map No. 1000 Section 7 Block ,� Lot J
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 SAME
3. Nature of work(check which applicable):New Building Addition Alteration �—
Repair Removal Demolition Other Work
4. Estimated Cost Fee (Description)
(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 occupan y, specify nature and extent of each type of use.
SSE rLAa .
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 � Qe- epth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated_C+:6
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO t'
13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES N�
C I s v �/1 nl 0 p�
14.Names of Owner of premises A CA a_C!�'�'�Oddress Phone No. t �-o
Name of Architect Address Phone No 3 t
Name of Contractor T- j n-o /l r A4,//L/ 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
_k
* 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—A
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF , 9–
J1AC–r- (st/ Zbeing duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is theC
(Co tra tor,Agent, C rpo to 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 nd bel' ; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to,l7efore me this
-- day of 20c�
CONNIE D.
Notary Public Notary Public,State o ew Yftnature of Applicant
No.01BU6185050
Ouallfled In Suffolk County
Commission Expires April 14,2
Scott A. Russell ST01KAWWATIER
SUIPMVISOR MANAGEMENT
SOUTHOLD TOWN RAU-P.O.Box 1179
0
W095 Main Road-SOUTHOLD,NEWYORKU .971 Town of Southold
CHAPTER 236 - STORAMATER AlANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DOES TMS PROJECT INVOLVE ANY OF TM FONG:
Yes No (CHEM ALL THAT APPLY)
0
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.
OP 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.
El E. Site preparation within the one-hundred-year floodplain as depicted
on Ffl:W-Nap 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 th6 Town and the proposal includes
in-kind replacement of impervious surfaces.
H you answered NO to a Of the questions above,SIOP! 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 YFS'to one or more of the above,please submit Two copies of a Stormwater Management Control Plan
and a completed(leek List Form to the Building Department with your Building Permit Application.
AP (Property Owtrer Ign Pmfewtv Agent,Contrwer,Other) S.C.TN. 1000 Date:
Dig' I b.,l
.NAME: C
Vt
e FOR BUILDING DEP.A.RTWENT USE ONLY
Cumact Infornmuon .
Reviewed By:— — — — — — — — — — — — — — — — —
Pro Date.
Perty Address/Location of Construction Work: — — — — — — — — — — — — — — — — —
3,-) 14*A") A#, LZ TA r OLEK-sing Building Permit.
L Approved for pr
Stormwater Management Control Plan Not Required.
Stormwater Management Control Plan is Required.
F1
(Forward to Engineering Department for Review.)
FORM � SMCP-TOS INJAY 2014
=r' I BUILDING DEPARTMENT- Electrical Inspector
G 1 3 2020 TOWN OF SOUTHOLD
1.1JTown Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
u a '(�'rKG L�Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr ,southoldtownny.gov - seandCD-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali information Required) Date: �l� f 0-Lo
Company Name:
Name:
License No.: AA�5- ySo 5� email: 1-o,,, ,,
Address: PD &w
Phone No.: :516 A 81-1 - -7 I R
.JOB SITE INFORMATION (All Information Required)
Name: _ e t no 1 ca �r
Address: 3to li!leu^ d S�a�
Cross Street:
Phone No.: C,31 - 16 3 - o63 I
Bldg.Permit#: t-�Ll$f 3 email:
Tax Map District: 1000 Section: Block: t:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) ,�, L,�,� b I/L%
n.��5�b��room• � b� f-�no vim,-.on•
Circle All That Apply:
Is job ready for inspection?: YE /-NO _ Rough In Final
Do you need a Temp Certificate?: YES /� Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: .A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
16o) - a soo S. r—(
PAYMENT DUE WITH-APPLICATION
Request for Inspection FormAs
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
zlG 1 3 2020
` Town Hall Annex- 54375 Main Road - PO Box 1179
An T� TING nom.
� Southold, New York 11971-0959
Tele hone 631 765-1802 - FAX
s)TT TH&D p ( ) (631) 765-9502
rogerr@southoldtownny.gov- seand@southoldtownny.gov
----------- ------ - - - -- -- ---- ------- ------- - ---- ------- --- ------------------------------------ --------- ----------------
APPLIGATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: I J- j 9LO
Company Name: certe%
Name: - S
License No.. 'AAI g- `/S'o Sfo email: leo.
Address: Po &w -523_ -
Phone No.: Sl 6 - TI-1 — 7 ( ft
JOBSI,TE INFORMATION (All Information Required)
Name: A co,
Address: - 3 a_ M1,1n- Ar4 So-A"Ol
Cross Street:
Phone No. (031 - b ._ 063.
Bld'g,Permit# �'�``1$J email:
k
TakMap District: 1000 Section: Block: - t6t:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Circle All That Apply:
{s jQlZrEady for.-inspection?:_ :--- _ -__ . YE /--NO, _ Rough'.In - R Final
Do you need a Temp Certificate?: YES /(!F�) Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: .A #Meters Old,Meter#
New Service - Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y -N
'Additional Information:
16o) - a sao :si F7 1 SS
PAYMENT-DUE WITH-APPLICATION
Request for Inspection Form.xls
PERMIT# Address:
Switches
Outlets r�
� C
Surface
Sconces
t �
HH's
UC Lts _
Fans Fridge r HW
Exhaust ,f r� ` Oven G � Dryer
I �
Smokes DW Service
Carbon , - Micro Generator
Camilo - Cooktop Transfer
AC ' AH Mini ✓�
Special:
Comments
tp
Town Hall Annex Telephone(631)765-1802
54375 Main Road � = fi • Fax(631)765-9502
P.O. Box 1179 8 1= 1 E—lUE1 it
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED.
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: � 7 0
Owner: L_ U AJ®
Location of Property: t V
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)
K 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 a r f fr ming (FR)
Signature:
109-
Name (person submitting this form): HA-C (;�r 4k)A
Capacity(check applicable line):
Owner
Owner representative
TrussRegMdocx Effective 1/112015
PATRICIA C. MOORE
Attomey at Law
51020 Main Road
Southdid, New York 11971
Tel: (631)765.4330
Fax: (631)765-4643
Kevin Webster, Chairman
HAR
Town of Southold Tax,Assessor
Main Road
PO Box 1179
Southold NY 11971
Via email& regular mall
RE: 7630 MAIN BAYVIEW ROAD & 1405 KOKE DRIVE, SOUTHOLD
SCTM: 1000-78.00.07.00-049.000 1000-87.00-05.00.016.000
Dear Mr. Webster.
Please let this serve as a request to merge the above properties and issue a new
tax map number. I ani enclosing a copy of the latest deed for your reference.
The owners have authorized this request by signing'below.
Thank you and please do not hesitate to call should you have any questions.
Very Jtruly yours,
r'
'P A�C: M ORE
PCM/bp
Encis.
We here by,request the above properties be given one tax'thap number
Anuthorize our alto ey Patricia C.-Moore to request same,
TODD CIRAVINO IREOINA CALCATERR A
t
111111111111111111111111111111111111111111lIIIIIIIIiIII
IIlIIi11111iiIIN11111111
SUFFOLK COUNTY CLERK
RECORDS OFFICE
RECORDING PAGE
Type of Instrument: DEED Recorded: 02/14/2020
Number of Pages: 4 At: 01:50:11 PM
Receipt Number : 20-002843'7
TRANSFER TAX NUMBER: 19-20721 LIBER: D00013048
PAGE:, 017
District: Section: Block: Lot:
1000 078.00 07.00 049 .000
EXAMINED AND CHARGED AS FOLLOWS
Deed Amount: $849,000. 00
Received the Following Fees For Above Instrument
Exempt Exempt
Page/Filing $20.00 NO Handling $20.00' NO,
COE $5.00 NO NYS SRCHG $1-5.00 NO
EA-CTY $5.00 NO EA-STATE $125:00 NO
TP-584 $5.00 NO Notation $0.00 NO
Cert.Copies $0.00 NO RPT $400.00 NO
Transfer tax $0.00 NO Comm.Pres $13, 9$0.00 NO
Fees Paid $14, 575.00
TRANSFER TAX NUMBER: 19-20721
'THIS PAGE IS A PART OF THE INSTRUMENT
THIS IS NOT A BILL
JUDITH A. PASCALE
County Clerk, Suffolk County
M l�
Number of pages RECORDED
2020 Feb 14 01:50:11 PNI
JUDITH A. PASCALE
This document will be public CLERK DF
SUFFOLK COUNTY
record.Please remove all L D00013048
Social Security Numbers P 017
prior to recording. DTII 19-20721
Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps
3 FEES
Mortgage Amt.
Page/Filing Fee 1.Basic Tax
Handling 20. 00 2. Additional Tax
—� Sub Tota I
TP-584 Spec./Assit. 1
Notation or
EA-52 17(County) Sub Total 7� Spec./Add.
,�0( 'J TOT.MTG.TAX
EA-5217(State) t Dual Town' Dual County
R.P.T.S.A. j t1 t'LHeld forAppointment
Comm.of Ed. T 5. 00 Transfer Tax
Mansion Tax
Affidavit
The property covered by this mortgage is
CertlfiedCopy or will be improved by a one or two
1 i family dwelling only.
NYS Surcharge 15, 00 Sub Total Dy
YES orNO
Other l If NO, see appropriate tax clause on
Grand Total_ page N ofthisinstrument.
JP! •3—1
5 Community Preservation Fund
4 ,Dlst,1066 20004563 Q��
RealProperty �`IIr`" �I ` m Conaideraticn Amount$
Tax
AgeService R POL29 IIhII{I��IIIIIWII�III�f��l���ll�lllll r CPFT Due $
Verification 11-FEB
-2
Improved
fi Satisfactions/DischargRICIORD&RIETURNprO yOwnersMallingAddress Vacant Land
Coffey&Coffey,LLP TD
26 Court Street,Suite 2600
Brooklyn,NY 11242 TD
TD
Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information
310 Center Drive, Riverhead, NY 11901' Co.NameFldellty National Title Insurance Services,LLC
www.suffoikcountyny.gov/clerk Title 9 740"08112
f; Suffolk County Recording & Endorsement Page
This page forms part of the attached Bargain and Sale Deed with Covenants against Grantors Acts made
by: (SPECIFYTYPE OF INSTRUMENT)
David C.Garofalo and Claudia Garolfalo The premises herein is situated In
SUFFOLK COUNTY,NEW YORK.
TO In the TOWN of Southold
Regina Calcaterra and Todd Ciaravino In the VILLAGE
or HAMLET of Southold
BOXES B THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIORTO RECORDING OR FILING.
lovers
• r
� P T
Doc ID: 'F77RF04563 R POL A
11-FEB-20
Tax Maps
District Secton Block Lot School District Sub Division Name
1000 07800 0700 049000
1000 08700 0500 016000 SOUTHOLD
CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY
Bargain and Sale Deed,with Covenant against Grantor's Acts
�a
THIS INDENTURE,made the of �c. 2019
BETWEEN
DAVID C GAROFALO and CLAUDIA GAROFALO
Residing at 7630 Main Bayview Road,Southold,NY 11971
party of the first part,and
REGINA CALCATERRA and TODD CIARAVINO,A-5 Te" rs w,n,lkoglprs
Address:250 Oak Road,New Suffolk,NY 11956
party of the second part, �J
WITNESSETH,that the party of the first part,in consideration of
dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,
the heirs or successors and assigns of the party of the second part forever,
"Schedule A Attached'
BEING AND INTENDED TO BE the same premises described in a deed made by Mary Clemens surviving
tenant by the entirety of john Ctrrremand recorded December 30,1995 in Liber 11808,at Page 278.
TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads
abutting the above described premises to the center lines thereof;
TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said
premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs
or successors and assigns of the party of the second part forever.
AND the party of the first part covenants that the party of the first part has not done or suffered anything
whereby the said premises have been encumbered in any way whatever,except as aforesaid.
AND the party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the
first part will receive the consideration for this conveyance and will hold the right to receive such consideration
as a trust fund to be applied first for the purpose of paying the cost of the improvement before using any part
of the total of the same for any other purpose.
The wont"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires.
IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above
written.
IN PRESENCE OF-
0 U GAROF
AVID C.GAROFAL
FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE N0.7404-00¢112
crut=nil 90" 501EOUL.E A
(Description of the Land)
For Tax Map ID(s): 1000-087.00-05.00-016.000
1000.078.00.07.00=049.000
AMENDED 913012019
PARCELI
ALL that certain plot,piece or parcel of land,situate,lying and being in the Town of Southold,County of Suffolk and State
of New York,being bounded and described as follows:
BEGINNING at the corner formed by the intersection of the Northwesterly side of a right of way with the Southwesterly side
of Bayview Road;
RUNNING THENCE from said point or place of beginning along the Northwesterly side of said right of way South 25
degrees 55 minutes 50 seconds West 150.00 feet;
THENCE North 64 degrees 03 minutes 10 seconds West 111.72 feet to the Southeasterly side of land now or formerly of
Zakarin;
THENCE along said last mentioned land'North 24 degrees 22 minutes 50 seconds East 150.06 feet to the Southwesterly
side of Bayview Road;and
THENCE along the Southwesterly side of Bayview Road South 64 degrees 03 minutes 10 seconds East 115.82 feet to the
point or place of BEGINNING.
PARCEL 2
ALL that certain plot,piece or parcel of land,situate,lying and being in the Town of Southold,County of Suffolk and State
of New York,being bounded and described as follows:
BEGINNING at a point on the Northwesterly side of a 30 foot right of way,said point or place of beginning being also
distant 150.00 feet Southwesterly as measured along the Northwesterly side of said right of way from the comer formed by
the intersection of the Southwesterly side,of Bayview Road with the Northwesterly side of said right of way;
RUNNING THENCE from said point or place of beginning along said right of way the following 3 courses,curves and
distances.
1.South 25 degrees 56 minutes 50 seconds West 340.00 feet;
2.Northwesterly along the arc of a curve.bearing to the right having a radius of 40.00 feet a distance of 90.63 feet,
3.North 24 degrees 14 minutes 10 seconds West 77.32 feet to the Southeastedy side of land now or formerly of Zand;
THENCE along said last mentioned land.and along land now or formerly of Zakarin the following 2 courses and distances,
1.North 25 degrees 56 minutes 50 seconds East 321.22 feet;
2.South 64 degrees 03 minutes 10 seconds East 13,28 feet;and
THENCE South 64 degrees 03 minutes,10 seconds East 111.72 feet to the Northwesterly side of said 30 foot Right of
Way at the point or place of BEGINNING,
printed 09.30.19 @ 01:41 FM
Commitment for Tr0e insurance NY.FT-FRVH-01030.431004-SPS-1.19-7404-0081 tt
schedule A-1 oeswoon
1
TO BE US E E O EDGME AD Y YOZX
State of New York,County of �. t - State of New York,County of 4 G
ss: ss:
'On the± day of In the year 2019 On the."day of*`�c- in the year 2019
before me,the undersigned,personally appeared before me,the undersigned,personally appeared
Claudia Garofalo David C.Garofalo
personally known to me or proved to me on the basis of satisfactory personally known to me or proved to me on the basis of satisfactory
evidence to be the individual(s)whose name(s)is(are)subscribed to evidence to be the individual(s)whose name(s)is(are)subscribed
the within instrument and eeknowlodged to me that hefshelthey to the within instrument and acknowledged to me that he/she/they
executed the some In his/her/their capacitypes), and that by executed the same in his/her/their capacity(ies), and that by
his/her/their signature(s)on the instrument,the individual(s),or the his/herltheir signature(s)on the Instrument,the individual(s),or the
person upon behalf of which the individual(s) acted, executed the person upon behalf of which the individuals)acted,executed the
instrument instrument.
(signatureand Ice_01 f dual Lakin®acknowledgment) (signature and dffico of individual taking acknowledgment)
`Q`�_' S>S�J�•- f'�„'tip'.�.. ��� F��J-L"�14..
ROBERT DEFRESE ROBERT DEFRESE
I VMW FUBtJC,SUa0F NLWY0W "OT&W UBM arms OFNEW YOMC
Rrgi>�Ucn M0.b1pT3005117 Regedraeon NO.OIDESOSSI17
ltrralNtadinerAtotk CarrttY Grim red In 6Utoar County
W CamJsslon Eitp6as October 24.2071 W Corrft%sbn apires October 24,20P2
TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE_NEW YORK STATE '
State'(or District of Columbia,Territory,or Foreign Country)of ss:
On the day of in the year before me,the
undersigned,personally appeared
personally known tome or proved tome on the basis of satisfactory evidence to be the individuals)whose name(s) is(ate)subscribed to
the within instrument and acknowledged tome that he/shelthey executed the same in hisrherAheir capaoity(tes),and that by his/heNtheir
signature(s)on the instrument,the individual(s),or the person upon behalf of which the Individual(s),acted,executed the instrument,and that
such individual made such appearance before the undersigned,in the
In
(Insert the City or other political subdivision) -(and insert the'State"or Country or other place the acknowledgmentwas taken)
(s)gnature anis office of individual taking acknowledgment)
Bargain and Sale Deed
WITH COVENANT AGAINST GRANTOR'S ACTS
TIUe No. 7404-006112
DISTRICT 1000
SECTION 078.00&087.00
BLOCK 07.00&05.00
LOT 049.000&016.000
COUNTY OR TOWN Suffolk
STREET ADDRESS 7630 Main Bayview Road,Southold,NY 11971
RETURN BY MAIL TO: -
Cothy&Co1ft LLP
26 Court Str"k sutra 2600
Brooldyn,NY 11242
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
April 26, 2021 BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Todd Mann Construction
P.O. Box 262
Mattituck, New York 11952
RE: Calcaterra,7630 Wain Bayview Road, Southold
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
04 Electrical Underwriters Certificate. (631-765-1802)
A fee of$50.00.
/ Final Board of Health survey.
�G`? Plumbers Solder Certificate or Pex Affidavit
Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Storm Shutters required for all glazing
Energy Test Results and Manuals required
Final elevation certificate from surveyor.
Spray Foam Insulation Certification from a NYS licensed architect or
Engineer
BUILDING PERMIT: 44813-Z alterations
SITE DATA: SCTM No. 1000-87-05-16.1
DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
PROPERTY: 62068.43 SQ.FT. 1.424 acres
ESTIMATED AREA OF v1
GROUND DISTURBANCE: z
LO
EXISTING HOUSE: 1600 SQ.FT. 2.6%
EXISTING GARAGE: 680 SQ.FT. 1.1%
O W
n EXISTING SHED: 124 SQ.FT. 0.2
�
� H
C� EXISTING POOL: 506 SQ.FT. 0.8%
I
EXISTING DECK: 762 SQ.FT. 1.2
d;
ME (5.9%)
TOTAL:
MEETS&BOUNDS BY: ANGELO JOSEPH CECERE,LAND SURVEYOR SURVEY DATE: OCTOBER 16,2018
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SQA m AND RAISED. d0 0 N m l
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Location: Southold,New York :LIVING ROO
Construction Type: Single-family EX:
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Project Type: Alteration I I I I W I I I I I
Climate Zone: 4 (5572 HDD)
Permit Date: 1 1 I I m N l I I I I I
Permit Number: ,♦1 I I X -
I I I N OSI
Construction Site: Owner/Agent: Designer/Contractor: ' ' 1 1 X 1 1
CIARAVINO-CALCATERRA
J I I I I M I I I I I I
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Comment:IST.FLOOR pQ - EX, KITCHEN '
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1/4In.dia.LAGSCREW
BASED ANCHOR WITH 16"OC
3 2m.EMBEDMENT LENGTH
3/4"APA PLYWOOD O
SHEATHING
/ 1/2"APA RATED SHEATHING
1 / / GRADE PLYWOOD 1 I I
1 I (ALTERNATMVE:7/16"05.6.) I \ I • 1 • 1 I 1 , I \ I •
1 1/4
II 1/2"APA RATED SHEATHING
SINK I3 i I ' GRADE PLYWOOD � 1 I I I I I N
(ALTERNATIVIVE:716"O.S.B.) 1 / J ®
D.W. F.A.I.
FASTI3JER 7`PE. SPACING. I J I 11 f I 11 I 11 I �1
2X4 DF#2 I( I(
No.B WOODSOREW 1\ 1 lll\ STUDS 1CV�
BASED ANCHOR WITH 30"OC ( ( `� / \ o/ I I I I.I.I
WINDOW SILL 21n.EMEEDM:NT LENGTH I I I I ' • ' •I 1 I I • fw�L(
2 TYPICAL WINDOW OPENING BAP4
ED ANCHOR WITH I \1
BASED ANCHOR WITH 12"OC I I I I I I I I
C.O. PANEL SPAN EQUAL OR SMALLER tin.EMBEDMM LENGTH 1 I I I
THAN 4 FEET I i 1 1 vu,", I ' 1
BASED ANCHOR WITH 16"«
tin.EMBEDM:NT LENGTH — —
TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMEW
BLIES FASTENER TYPE: SPACING:
4 _ PANEL SPAN GREATER THAN 4 FEET
AND EQUAL OR SMALLER TOG2ETHER WITH STAINLESS STEEL No.B ANCHOROOD-S WITH
Q BASED ANCHOR WITH R"OC
THAN 6 FEET OR GALV D ZEDNUT @ 2,_" WASHERS 2 n.EMBEDMENT LENGTH
TO APROVED AND NUTS @ 2'0"O.C.
N0.10 WOOD-SCREWS
4"C.I. SEPTIC SYSTEM TYPICAL MULTIPLE OPENINGS
BASED ANCHOR WITH 9"OC
SLOPE" 1/411 PER FOOT PITCH TO DRAIN TRAP HOUSE PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH
AND EQUAL OR SMALLER
1/4K dia.LAGSCftEW � .
THAN8FEE -DA
Q BASED ANCHOR LEN 16"OC ,y+
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 2m.EMBEDMENT �\ \J1N Scyy���
PLUMBING SCHEMATIC AS PER SEC. 1609.1.2,2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) 4r' �~ ,S , y 0� DRAWN:
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SCALE:
SCALE: NOT TO SCALE AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TOJOB#:
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT ASUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. d) r G/ �� 1/27/2020
ALL PANELS MUST BE CUT TO SIZE ANC READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. + , ¢ SHEET NUMBER:
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 0 .23
�O
or:,
N E`N
A-2
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTJRE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS \
\ f�
ENDWALL RAFTER WALL STUD
CRIPPLE STUD
e BOTTOM PLATE
HEADER RIDGE LEDGER BATHTUB w
DOUBLE JOIST
SIDEWALL l
JACK STUDS RAFTER
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4'•x24" 20 o. STRAP PPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WTH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 1890. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 1890. SLOPE HANGER[APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED W
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN F-I
" VENTLATION WOOD JOIST
SIDEWALL FLASHING ,Q
FOUNDATION ' ' ' ' TOP PLATE BLOCKING r 1 w O
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING `/ ,I
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST W
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A
AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA H.�
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ _ � � W
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER Z
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER lT \/
INSTALL 4'0' O.C. SHALL BE COVERED WTH CORROSION- ONT1N. SCREENED VENT �./
4" - 8" LSTA24 1-1/4"x24" 2090. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH M Q
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 'A INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD W
INSTALL 4'0" O.C.
FLASHING TO FORM CHANNEL O
x3LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE O 4 W
8" - 14" LSTA30 1-1/4" 0" 1890. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDONN ANCHOR [I EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS � 8" - 12" RAFTER RT20 1-1/8" x 2090. TYDONN ANCHOR SOFFITED EAVE DETAIL � O Q
ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER en C/)
R WALL OF FLASHING
2ND. FLO �\
ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME 1
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
O
WOOD JOIST e
NC-4 41
M �' r". O
TOP PLATE GIRDER/HEADER riV
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC SIDE WALL FLASHING WOOD JOIST O `-q pi 4+
co o
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD r-q
AND RAKES -- PROVIDE HEMMED EDGES SO O r I Q+
FLOOR JOIST DEPTH USE NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS w0
cz
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED v
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH cC O +'
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE O
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS N" V
CONFORM TO SLOPE /
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDSCONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS Q'
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR m cn un
PLATES TO EACH STUD
,r, U
DBL. SILL PLATE 'z'TERMITE SHIELD SUBFLOOR N N v
SILL GASKET / WOOD JOISTS 0O
NEOPRENE
TYP. CONC. FOUNDATION ( 6 MIL. POLY /♦ CONC. SLAB � GASKET ' 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR �
�3 I BOLTED TO STEEL BEAM WITH
' GRANULAR FILL , , , , , , ,�. 1/2 " DIA. BOLTS ® 48" o.c. STAG.
6MIL POLY ON EXTERIOR V i
' V STEEL COLUMN
A \
4 I • 4 ° 1° a ( ROOF JACK
° ♦ GONG. SLAB ' 'O �, I'1\� . STEEL BEAM LW
r.•a ( A p \.Q ANCHOR BOLT EMBEDMENT.
COMPACT FILLPOURED CONCRETE: 7" 4" x 1/4" x 8" STEEL Q
'D V I e •` °° BLDCK WALL: 15" ,` TOP AND BOTTOM PLATE V
V , • ROOFING LAPS
KEYWAY FOOTING ° • /
a ] FLASHING AT WITH 1 2" x 6" ANCHOR BOLT
s•a C a • a CONC. FTG. p Q p a' USE WTH 3x3 SQUARE WASHERS SIDES AND TOP GROUT Q
O ANCHOR BOLT CONNECTION 1/2"
` (USP LBPS58 OR BP583) (!1
Am p 4 REINFORCING BAR 3" STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I 1
SUPPORTING MAXIMUM SPACING FLASHING LAPS , ( 10 KIPS )
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM vp
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC N
SILL PLATE TO FOUNDATION
NEEDED
TYPICAL BEAM DETAIL Ey
TYPICAL FOUNDATION. APPLY PILASTERS
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRA SPACE R FOUNDATION) 2 STORIES 36" OC STEEL / BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
SLAB-ON-GRADE
I r—
CONC. SLAB SUB FLOOR V
6X6 10/10 WWM DOOR FRAME "
, GARAGE O_JOIST
COMPACT FILL
DOOR
USE 2X8 STEEL BEAM
FOR BLOCKOUT so
4" SLAB
P.T. PLATE ', W/ 6X6 WMM M I SLOPE
// 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT
1/2" AIR SPACE < 1 • ° 7 1 2" (WITH A NAILING PLATE IF NEEDED)
AT END AND a• ." a - • a• :• •• . • TO BE APROX. 1/2" OR HIGHER THAN
ESO WOOD
GRADE • STEEL BEAM TO ALLOW FOR SHRINKAGE
' a ,"--a-"'-'v'-'--+ BEAMS F ° D s D ••
Q a a • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12" 6X6 W.W.M. ; _a ^; a �� a e•a cnl ° p •4 _ 9
Cp p /!v e I��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM a A ° U
•tIa 4 • a REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM �� °� • ^ °s Ilyll � C�
•k • REINFORCING BAR • a 6-0, T
DRAIN TILE Iii 4 • 4 \,� v
12" a :_• SHEET METAL / 30# FELT UtDER BEAM AT POINT �' • • QI `NS'---� � DRAWN:
•• OF CONTACT WITH CONCRETE OR GONG. BLOCK ll. s ^
e,! 3" A ( D T�J BEAM) SCALE:
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. , u• SHIMS TO LEVEL BEAM ��
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. N JOB#;
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT
1/27/2020
BEAM POCKET N ;• _ �- SHEETNUMBER:
'91>. 0223 -3 4
_ A- 3
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE I PLAN CONTENTS:
i).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL O
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING l�
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4.8d COMMON RAFTER BUILDING HEIGHT (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS)
intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WAIL:3-8d COMMON EACH
y g g P P TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST rTl
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT W
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL E-I
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES a
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in 40
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END I NAIL ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200
QTY. SPACING (DESIGNED FOR CAT.C)
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-led COMMON PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-IEd COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
FTS
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE A
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-led COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with Bid common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 0
P g FIRE PROTECTION
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. C
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-led COMMON PER 2x4 STUD END TRUSS DESIGN NIA-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-led COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECCW+ W
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS:
OM PLATE TO:
FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR,JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA >' z
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING Q
P GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. 7),INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
HAZARDS O
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL Qt
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES [�
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 NONE
3).Provide 1/2"expansion joint material between concrete slabs and abutting TO HEAVY MODERATE
JOIST TO: PER TOE � O
concrete or mason walls occurin In exterior or unheated interior areas. 4-8d COMMONr.-1
masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL � C/]
8 P BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance t-
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON ENDNAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE BLOCKING EACH TOE
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: F-�
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) r
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD �•J
6.Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
P P P g attached with the above requirements. 3-16d COMMON
8x16 cast iron foundation vent for every 150 sq.ft.of area. q TO BEAM JOIST NAIL o
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO PER TOE NOTES N
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. co "1' v o
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END ON n +�
the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONX
g P P g• g g TO JOIST JOIST NAIL M ami
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, O C0
PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. rn M O
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMO r_4p, v
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 t- x O
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. -I- 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. R+ w @�
" For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. v
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL v In
3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION O oo
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For `--{
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g q+ U
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 5 4 ;_1 ¢+
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. cn
Douglas Fir. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: _1 ^
4).Deck joists to have blocking at 8'0 0.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE Lf) U c06
rn
SHEATHING LOCATION NOTES •�
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD CZ
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAI_ NAIL 00 to
otherwise. JOINT DESCRIPTION oo -fl
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts I QT1'. SPACING SEE NOTES:1,3 (BOTH FIELDS) N v � y
4'EDGE ZONE Sd COMMON @ 6"O. 8d COMMON @ 12"O.C. �
where needed. NOTE:2 FOR PANEL FIELD O W
4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE 4
( ) g WALLBOARD 5d COOLERS 10"O.C.FIELD INTERIOR ZONE 8d COMMON 6"O. Sd COMMON 12"O.C. SEE NOTE:3
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. @ @
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING-
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAI'. NAIL THESENOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. Qn. SPACING Emiq W
5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d CONMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES
7/16"OSB 6d CONMO 3"O.C.EDGE U
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 0
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
on plans. WALLBOARD 5d COOLERS 1 " O.0.FIELD
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical). N
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
8),Dormers runningu roof rafters are to be supported JOINT DESCRIPTION
p pported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETRCKK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
where applicable unless Otherwise noted. state code and manufacture's recommendation for maximum hole Size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. ��``��""""""'fth �✓j
PP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES V OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.FT,2ND.FLOOR)
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF
under all bearing walls. as required by current NYS Residential Code-FIREBLOCKING REQUIRED
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U
10.Provide insulation baffles at eave vents between rafters.Install draft blocking requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
g as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. Ci)
needed. .2 HVAC subcontractor is to full diall system data requirementsMENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY, x
) Y coordinate Yem ata anwith the 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathingI 1).Nailing requirements are based on wall sheathing
grade plywood.Plywood to cover over plates and headers. using 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: g parallel rows of trod:or staggered erect studs.
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed shear capacities,nailing requirenents for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
ELECTRICAL NOTES:
over subfloor as per manufacture's instructions. members shall be doubled,or aternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
P such as shear plates,Shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 696 AND ASTM D 1557). COMPACTTHE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at celling and floor level,to resist the free passage
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. e D /I
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblockin of chimp ��R r I RC
g p g chimneys and fireplaces,at required by current N.Y.S.Rest er� od /y
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCWDING sUBFLO0R,IS COMPLETE. 4' j� v I N SC,S,�/�
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 �4 y �A DRAWN:
torch down type material over. and R315 of IRC. Al. 4 SCALE:
N �1
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G JOB#:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP N c :r 1/27/2020
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP SHEET NUMBER:
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