HomeMy WebLinkAbout43958-Z �co1FOL o y Town of Southold 2/10/2020
a ,! P.O. Box 1179
53095 Main Rd
Southold,New York 11971
CER'T'IFICA'T'E OF OCCUPANCY
No: 41051 Date: 2/7/2020
THIS CERTIFIES that the building ALTERATION
Location of Property: 1735 Cedarfields Dr., Greenport
SCTM#: 473889 Sec/Block/Lot: 40.-5-1.8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/10/2019 pursuant to which Building Permit No. 43958 dated 7/12/2019
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING, AS APPLIED FOR
The certificate is issued to Stoner,Gary
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of the aforesaid building.
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SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
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ELECTRICAL CERTIFICATE NO. 43958 12-26-2019
PLUMBERS CERTIFICATION DATED I 02-04-2020 R ym nd Huls
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ut oriz d 'gnature
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TOWN OF SOUTHOLD
gUFFock� BUILDING DEPARTMENT
C3 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#: 43958 Date: 7/12/2019
Permission is hereby granted to:
Stoner, Gary
1735 Cedarfields Dr
Greenport, NY 11944
To:
make additions and alterations to an existing single family dwelling as applied for.
At premises located at:
1735 Cedarfields Dr., Greenport
SCTM # 473889
Sec/Block/Lot# 40.-5-1.8
A
Pursuant to application dated 7/10/2019 and approved by the Building Inspector.
To expire on 1/10/2021.
Fees:
SINGLE FAMILY DWELLING DITION ALTERA $224.00
CO -ALTERATION T D LLING $50.00
Total: $274.00
j Buildi g Inspector
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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
Date. -7 - D- 11
New Construction: Old or Pre-existing Building: (check one)
— Location of Property:_I7 �' dA4tWl Ind
House No. Street Hamlet
Owner or Owners of Property: 3ko nw-r
Suffolk County Tax Map No 1000, Section d Block Lot
Subdivision I Filed Map. Lot:
Permit No. Date of Permit. Applicant-
Health Dept. Approval- Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: /(check one)
Fee Submitted: $
Appli nt Signature
OF SO(/j�®l
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 Q sean.devlin(a)town.southold.n us
Southold,NY 11971-0959 Y'
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Gary Stoner
Address: 1735 Cedarfields Dr city Greenport st. NY zip: 11944
Building Permit#: 43958 section. 40 Block: 5 Lot: 1.8
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Grattan Electric LLC License No: 43643-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 8 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors
Sub Panel A/C Blower Range Recpt Bath Exhaust Fan 1 Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 4 Twist Lock Exit Fixtures Combo SD/CO
Other Equipment.
Notes. Added Bathroom on 2nd Floor and Changed a Few Outlets in the Living Room
Inspector Signature: Date: December 26, 2019
S.Devlin-Cert Electrical Compliance Form.xls
so�ro
Town Hall Annex f4' Telephone(631)765-1802
54375 Main Road 7 Fax(631)765-9502
P.O.Box 117 ._ •
- t;o ld�I�<11?71-095 Q'
'Sou' o 1
FEB — 7 2020 BUILDING DEPARTMENT
TOWN OF SOUTHOLD
f rl•r`'r tr.Js.L`i�r rni!i��ic
71
CERTIFICAT-IAN
Date: L{_
Building Permit No._y 2,a
Owner: 66KU
(Please print)-
-
Plumb _ -
(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
day of FAj„- 20 '2-o
Notary Public,.5 >L_ .._ County
MARIANA ItOUCHINSKY'
NOTARY PUSUC-STATE OF NEW YORK
No.01 K06276021
Qualified in Suffolk County
My Commission Expires 02.04-2021
50UTyOlo
* # TOWN OF SOUTHOLD BUILDING DEPT.
°`ycourm��' 765-1802
INSPECTION
[ ] FOUNDATION IST ( ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[
FR
AMIN /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: oz
DATEjo & INSPECTOR
�pE SOUT
# TOWN 'OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION"IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
Gt�r
MELECTR"' ICAL (ROUGH) � T ei (FIN"15.0-y 951,.y "l.
] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE U INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
cvu765-1802
INSPEC O
[ ] FOUNDATION 1ST norUGH PL13G.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE ESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING
RE ARKS:
-- <t--M"Ih, - Qw UVB/
-0 j /
oyv
(01�irvC�kL/ or i L
DATEMl
INSPECTORqu
OF SO(/l�°
# # TOWN OF SOUTHOLD BUILDING DEPT.
co 765-1802
F . INSPECTION -,
[ ] FOUNDATION 1ST ' [ ] ROUGH PLBG.
[ ] FOUNDATION-2ND [/]IFINAL
ULATION/CAULKING
[ ] FRAMING /STRAPPING [
[ ] FIREPLACE & CHIMNEY ` ' [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ " ] FIRE RESISTANT PENETRATION
[ .] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
t
DATE ?i Y�� INSPECTOR
of SObTyO� y 31 S i C/Ji
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION-
I
FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] -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:
t�
C�
DATE t INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
H
....................................
'FOUNDATION (2ND
r WA M4,J
l vM t��utyColl
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ROUGH FRAMING&
PLUMBING
✓S
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INSULATION PER N.Y: ,
STATE ENERGY CODE
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An
FINAL
ADDTTI NA.L POMMNTS
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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 f Health
SOUTHOLD, NY 11971 4 s is of Building Plans
TEL: (631) 76S-1802 g Board approval
FAX: (631) 76S-9502 �vey
Southoldtownny.gov PERMIT NO. Check
--Sopt-wa,Form
t+.-Y.&.D E.C.
--T'rtstees
fC Y)Application
�d Permit
Examined 20 K -Single&Separate
-Truss Identification Form
J�l 2 2�1g —9tei:ai-Water Assessment Form
1 Contact:
Approved ,20 - T Mail to: 17 35 Cet�,a��e!t1S �1y�yt
Disapproved a/c � Creenea,-V,�\jA
Phone: rs" - (031-x07- tl
Expiration 120 (a
B mg Ins ctor
APPLICATION FOR BUILDING PERMIT
Date -7 20 1
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 pen-nit 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, arid 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, agent, architect, engineer, general contractor, electrician, plumber or builder
okJvl e
Name of owner of premises G/ y� �1�m 2 A4
(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. Vmv6eng,
Plumbers License No.
Electricians License No. Gro- 6-( cAy-1 e. L LC- ! q 30 3 -M Li
Other Trade's License No.
1. Locatio gland on whic6prpPOS9e'ork wi,�be done:
e:
House Number Street �g (� Hamlet
County Tax Map No. 1000 Section 4-0 Block S Lot ! +U
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises anjmtencjjd use and occupancy of proposed construction:
a. Existing use and occupancy \(J
b. Intended use and occupancy (J kwA C
3. Nature of work(check which applicable): New Building Addition Alteration _
Repair Removal Demolition Other Work _
(Description)
1 4. Estimated Cost 7So o «°`� 11'� r;,-,,� ._
F ==Y rA (�To:b idon filing this application)
5. If dwelling, number of dwelling units 1,tNuYnber of dwelling units n-each floor _
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front .: -Rear','-,'- Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth _
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase qo l a Name of Former Owner f ly s
11. Zone or use district in which premises are situated i
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO_,/ Will excess fill be removed from premises?YES NO ✓
14.Names of Owner of premisesGam' S Address dam'&IJ5 Phone No.
Name of Architect)o)q/sem Address /)ZS bh&,7r�— Phone No 01 S'Z 7 5-5;
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_1�__
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
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
_e SS:
COUNTY OtSU p k-3
GG r m J+b n(fF— being duly sworn, deposes and says that(s)he is the applicant
(Na e f individual signing contract) above named,
(S)He is the Oo
(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 to before me this
A v a day of 20
CEY L. DWYER �L'U�,
Notary Pub NOTARY PUBLIC,STATE OF NEW Y01 11, Signature of Applicant
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,22AS�L—
Scott A. Russell ,��°suFFO'r ST(0R IM[WAI&XIER,
SUPERVISOR ( 1 �T
� z I��1[A\1�A\G]EI��IUEl�T
SOUTHOLD TOWN HALL-P.O.Box 1179 %
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
0�
CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE E FOLLOWING:
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.
ElB. Excavation or filling involving more than 200 cubic yards of material
❑iwithin any parcel or any contiguous area.
C, Site preparation on slopes which exceed 10 feet vertical rise to
❑E� 100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
❑1� erosion hazard area.
E. Site preparation within the one-hundred-year floodplain as depicted
❑� on FIRM Map of any watercourse.
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signat tac to & ty Tax Map Number! Chapter 236 does not apply to your project.
you answered YES to one or more of the e, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building epartment with your Building Permit Application.
APPLICANT (Property Owner,Design ProfessionaL Agent,Conti actor,Otherf S.C.T.M. #: 1000 Date
�s District
NAME. 014�
N 0 Section Block Lot
FOR BUILDING DEPARTMENT USE ONLY
Contact information JX
Rdephmr Vumbrrl
ce-ki sl - (o �-y34�! eviewed By:
DJQ 7-A- /�
Property Address /Location of Construction Work: - - - - - - - - - - - - - -— — — — — — — — — — — —
Approved for processing Building Permit.
03-5 (9�p�-►e`�\�� 0 Y eNl' Stormwater Management Control Plan Not Requued.
1 ci,-)qElStormwater Management Control Plan is Required.
(Forward to Engineering Department foi Review.)
FORM CP-TOS MAY 2014
I
BUILDING DEPARTMENT- Electrical Inspector
p�y1F�OLKC4r�y TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
� 1 , � Telephone (631) 765-1802 - FAX (631) 765-9502
roger richert(a)town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name: (rte L c
Name: ��o�� Grp �' r,
License No.: e �/n email:
Address: 69�'U� ���� /�. G�e�r► �l �?/ ! 9�/L
Phone No.: �-Y
JOB SITE INFORMATION: (All Information Required)
Name:
Address: i 1 3 6 °�, ''e'
Cross Street: 69,,nn QA- boid
Phone No.: fir► — foal-4`1'7-0 0 -- Cep 63 i -6 557-(4 3
qA
Bidg.Pennit#: q�jg5 email:
Tax Map District: 1000 Section: 44 0 Block: Lot: ,
BRIEF DESCRIPTION OF WORK(Please Print Clearly) QV`Id V' barn cn, on and
Loor mo z'1 u�ol1 COc,►+
Circle All That Apply Final
Is job ready for inspection?: YES ! NO Rough In
Do you need a Temp Certificate?: YES ! NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: — # 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:
PAYMENT DUE WITH APPLICATION
�� q `f
82-Request for Inspection Form As
�L
o�SUF�oc,��oG ,
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O. Box 1179 w
Southold, NY 11971-0959 •
r,
BUILDING-DEPARTMENT
NOTICE OF-UTILIZATION OF TRUSS TYPE"CONSTRUCTION. PRE-ENGINEERED,
WOOD CONSTRUCTION AND/OR JIMBER CONSTRUCTION
Date:
- i
Owner:
Location of Property: 17 3
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)
✓ 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 and roof framing (FR)
Signature:,
Name (person submitting this form): -
Capacity(check applicable line):
y' Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
5" DIAMETER
r
RE-LECTIVE RED
REFLECTIVE WHITE
PAI TONE #187
9
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1/211
The construction type' :STROKE
designation shall he - -
66199' 66i1999 4i11199' iiiV99or iiV99
to indicate the construction
classification of the
structure under OESIONAT[OO FOR STRUCTURAL
section 602 of the BCNYS COMPONENTS THAT ARE OF
TRUSS TYPE CONSTRUCTION
4
■ «F95 FLOOR FRAMING, INCLUDING
■ ■ GIRDERS AND BEAMS
ccR�� t ROOF FRAMING
'BUI
a ` ! 1 ' ��FR" FLOOR AND ROOF
FRAMING
1::STANDARDS AND CODES
®�aOF SOUryo!
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 �Q
�y�0UNT1,��
BUILDING DEPARTMENT
December 17, 2019 TOWN OF SOUTHOLD
Gary Stoner
1735 Cedarfields Drive
Greenport, New York 11944
TO WHOM IT AY CONCERN:
The items ma ed below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
z4-1 - Electrical Underwriters Certificate.
A fee of$50.00.
Final S rvey with Health Department Approval.
8k, C)
Plum ers Solder Certificate or Pex Affidavit
rustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Final Landmark Preservation approval.
Final Elevation Certificate required.
Final Storm Water Runoff Approval from Town Engineer
Spray Foam Insulation certification from a NYS licensed architect or
Engineer
BUILDING PERMIT: 43958-Z additons/alterations
I { .
- - II
R. 4 S) NOR
TH OR MAlN RoA
MIDDLE M� 792.24
774.49'
?903.
Z. LOT
Qri
ti
u1 N 83` 31' 23" E _ 28723'
N f a
� SD' sSEr { ��
LW
WATER
i 94.0' .
SCENIC8 'STORY
U LOT m Fltha bu�i O
l I
0 HOUSE �1
20,839sq.f t. Z SUFFER s 'I zs.�• ASPHALT 'AY sET c 0
10" W a J
fl S 73' SSS SLI
SUR VEY OF o
se
LOT 8 CEDARRELDS z so' �
SUBDIVISION OF p
FLW AM 27, 1990 FIE NO. 8966 282.00 L.« T 0 � Lu
A T CREENPORT U
TOWN OF - SOUTHOLD .
SUFFOLK COUNTY, N. Y.
1000 - 40 - OJT - 8 H. S. REF. NO. 90 - SO - 71
Scale 1"
July 111 1990
July 27, 1990(foUnd loc.) s
Nov. 16, 1990(final)
MA Y 31, 2012 (MARKERS SETT
TERA TION OR ADOI TION TO THIS SURVEY IS A VIOLA TION ;,L��� '1V.` S LIC. NO.. 49618
OFC rION 7209 OF THE NEW YORK STATE EDUCATION LAW
i fes'
AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS ECONICEYORS P.C.
HEHARE VALID FCW TMS MAP AND COPIES THEREOF ONLY /F (63/) 765 - 5020 FX(631) 765 - 1797
AI P OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR
iIGNATURE APPEARS HEREON. P.O. BOX 909
1230 I
SOUTHOLD, NER 11971 86-521
1
UA E: 17 iLS.P.a` gar
J
i01'IPY 2 UILUIN3 DEPAf Ti;1ENT AT
765-1802 8 AM TO 4 PM -FOR THE �
FOLLOW^J',lG' INSPECTIONS: Z
1. FOUNOATION - TWO REQUIRED
FOR POURED CONCRETE O
2. ROUGH - FRA;JIING & PLUMBING W 1:4
3. INSULATION r �> O
4. FINAL - CONSTRUCTION MUST M"I
BE COMPLETE FOR C.O. W
ALL CONSTRUCTION SHALL MEET THE W A
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. A
-
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2X10 12
Project RIDGE Vol
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AND EQUAL OR SMALLER TOGETHER WTI H STAINLESS STEEL BASED ANCHOR W1iN e'OC TO APROVED
OR BOLTS 2`0" WASHERS 21n.EMBEDMENT LENGTH SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM
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WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: NOT TO SCALE
AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
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 A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 3
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
REScheck Software Version 4.6.4
Compliance Certificate
Project
Energy Code: 2015 IECC
Location: Greenport, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
STONER RESIDENCE
1735 CEDARFIELDS DRIVE
GREENPORT, NY
Compliance: 0.0%Better Than Code Maximum UA: 15 Your UA: 15 Maximum SHGC: 0.40 Your SHGC: 0.31
The%Better or Worse Than Code Index reflects how close to compliance the house s based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code h>me.
Envelope Assemblies
>
Wall 1:Wood Frame, 16"D.C. 165 19.0 0.0 0.060 9
Window 1:Wood Frame:Double Pane with Low-E 10 0.300 3
SHGC: 0.31
Ceiling 1: Flat Ceiling or Scissor Truss 60 21.0 0.0 0.047 3
Compliance Statement: The proposed building design describ here is consistent with the building plans,specifications,.and other
calculations submi to with the permit application.The propose uilding has been designed to meet the 2015 IECC r qure ents in
REScheck rsi A. 4 and to comply with the mandatory require ents listed in the check Inspection Checklist.
4A�� 6 t0
Name-Title Signature Date
Project Title: Report date: 06/15/19
Data filename: C:\Users\handl\Documents\REScheck\STONER.rck Page 1 of 1
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
Z
KING STUDS O w
RAFTER
ENDWALL CRIPPLE STUD WALL STUD O
1 BOTTOM PLATE < �+
RIDGE LEDGER BATHTUB rT1
HEADER DOUBLE JOIST riy
SIDEWALL
RAFTER
JACK STUDS Q
FLOOR USP NUMBER DESCRIPTION APPLICATION 1"'1
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS a
1ST. AD55 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS W
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER I DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT W �■�
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR — J
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACr RAFTER 2x6-2x8 LS26 18
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. W �I
Fq
THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 I TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 i8ga. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER FOR JOIST NOT DIRECTLY
U NGE PARALLEL WALLS, PROVIDE — J
WALL STUD THROUGH-ROOF EXHAUST v l • / O
VENTS SELECTED AND Z t~1
LOCATED BY CONTRACTOR O r�•1
METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL V W
CHIMNEY
RIM BOARD AS REQUIRED W
RAFTER Ln
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SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN O L'J 1�1
VENTILATION
' •' •' " •' •' SIDEWALL FLASHING WOOD JOIST Q
FOUNDATION •'� '� '� TOP PLATE BLOCKING I�
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING Q
BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
STAPPING TO BE ATTACHED TO WALL STUDS®48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A v J
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
' SHATHELLACE BE COVERED CORROSION-ALL `
INSTALL 4'0" O.C. �� CONTIN. SCREENED VENT W000 GIRDER
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH
ON ALL OPENINGS . PROVIDE HEMMED EDGE AT OPENINGS OF+/4 INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD lk
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL
i AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APIATION SOFFITED EAVE
/ 9 . GAP TO PREVENT CAPILLARY CO'T TO
8 - 14 LSTA30 1-1 4x30 18 a. STRAP AND JACK STUDS 4" - 6" RAFTER RT10 10-3/4" x i8ga. TYDOWN ANCHOR EA�RAFTER
ON ALL OPENINGS / f. ACTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CCCT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
r-17-
16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS e� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EARAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS �� KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL / i�
ROOFING LAPS BASE
FLASHING 4 INCHES
RAFTER \ ,
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT I�N9 MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES
THROUGH VENT
I ,
WOOD JOIST
TOP PLATE
SIDE WALL FLASHING GIRDER/HEADER
1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS 048"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD WOOD JOIST
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES SO
AS TO FORM DRAINAGE CHANNELS AND RAFTERS /�/
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION ry
4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTUREDUJ
ON ALL OPENINGS CONNECT EACI RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/1" ♦,,.�
FROM PEAK TO ALLOW FRE WITH
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLAOVER
TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVEF OF ROOF TO ALLOW FOR SHRINKAGE. Ac REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTHES 4 STUD PLATE ANCHOR PLATTO EACH
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TERMITE SHIELD IN
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` WOOD JOISTS
TYP. CONC. FOUNDATION ( A 6ONC. POLE NEOPRENE �,,, 1 a
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DAMPPROOF EXTERIOR Vt t i I 2x6 /2x8 CONTINUOUS WOOD PLATE ��� W
y GRANULAR FILL , , O �\
6MIL POLY ON EXTERIOR 1• � i ``, I �2 TE DIA. BOETS®A48 WlTH
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USE WITH 3x3 SQU MSHERS
ANCHOR BOLT CONNECTION (USP LBPS58 OP83) tt 1/2" GROUT
p REINFORCING BARFOUNDATION 5/ DIA. 9 BOLT _ -`-<�
8" I I I !•r� .,-z-
3" STEEL COLUMN
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TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 3( > �^y-`•%' �"
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION _ STEEL/ BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 5'� � -
SLAB-ON-GRADE ROOF JACKS& VENTS DETAIL
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1� I FOR BLOCKOUT STEEL BEAM
•; 4" SLAB
' P.T. PLATE // W/ 6X6 WMM \ SLOPE
1/2" AIR SPACE, . 1 . e 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 6/18/2019
. cK•e•o AT END ANDES OF WOOD a•C ''•t7 1 2+" •. °• • ••. • TO BE APROX. 1/2" ORWITH A NAILING EIF HGHERDTHOAN
STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE a ---a-J--•� --. r,, t BEAMS ' . : : SCALE: SEE PLAN
12" •� i��t•� 6X6 W.W.M. �— Q • a�'—4 m�° .° C O•° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
MIN. ° >;p t° °p •^ . A . =�+1 1, ° .� —
�'e A �'� •° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -<MUM O t
•' a • REINFORCING BAR s NOTCH EQUALS 1/4 DEPTH OF BEAM p t°• • ° ^ e ,""—SUBFLOOR
•? REINFORCING BAR ��. s O °.e t ■ II—II
DRAIN TILE I� ►F C •, e ,101ST
14^ •° : SHEET METAL/ 30 FELT UNDER BEAM N- ' r1• O O °
• OF CONTACT WITH CONCRETE OR CONC.( _ i• i Q7 STEEL BEAM
SHEET NO
■
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °. 3 SHIMS TO LEVEL BEAM PLATE (BOLTED TO BEAM)
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ■
3" MINIMUM BEARING SURFACE FOR W009 GARAGE DOOR BLOCKOUT
BEAM POCKET
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION v�
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. R3 RESIDENTIAL
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE RESIDENTIAL DWELLING Z
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 BUILDING HEIGHT (SEE PLANS) O W
• TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST 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 r
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 O
~
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 I NAIL /
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 w w
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 A
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE UJ
AS PER TABLE 3.4 EACH FACE DECKS 40 --
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 TO RAFTER WFCM-SBC END NAIL
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 ATTICS w/o STORAGE 10 W
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 J ~�
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS a
ROOF (GROUND SNOW LOAD) 20
2-16d COMMON
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 END NAIL ROOMS(OTHER THAN SLEEPING) 40 W W
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 NOTES
NAIL NAIL GAURDRAILS ANY DIRECTION 200
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
QTY. SPACING (DESIGNED FOR CAT.C)
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt O
TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY Cry
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, 2-16d COMMON ^^ --
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 GENERAL
D PATH CONNECTION A 1+1
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE W
4-16d COMMON O
Pq
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE Z6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE SEE GENERAL NOTE PAGE
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE L�'� W
Ln
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL I -
Sym.: I- O
I/2 inch sum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
7).The General Contractor is to consult with the owner for all built-in items gypsum P 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. ^
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 r F7
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN NLA-STANDARD STICK FRAME CONSTRUCTION D v
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONSrl
2015 IECC Q
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAIL
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMM O CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD
OD
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 HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NOTES
NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION
2.4.4.2 and 2.2.4 respectively. SILL,TOP PLATE OR GIRDER 4-8d COMMON QTY. SPACING JOIST NAIL 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO it YES -
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
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 END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
P SHEATHING LOCATION NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING
2-8d COMMON EACH TOE
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY:
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 SEE NOTES:1 (BOTH FIELDS)
INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C.
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
�
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 18d COMMON @ 4'O.C1 8d COMMON @ 4"O.G. SEE NOTES:13
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOUST NAIL UJ
8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER 3-8d COMNOTES
PER �
7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: MON TOE
TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
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
All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMO
the below grade portion of exterior walls prior to backfilling, g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMM
SILL OR TOP PLATE FOOT SEE NOTE:1
Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �� N
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHE H I N G. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. LL
1).All framingtechniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL
q l. P g g 3).Posts supporting girders shall be anchored w a 12"x hex12"thick concrete footing. JOINT DESCRIPTION QTY- SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For -0 LID
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft.
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. Z
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. I WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Q)
ff nn
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE V
3 .Floors,walls,ceilings rafters to be spaced at 16 inches o.c.unless noted NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Z Z �
g P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACIN5 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) UJ co N
where needed. GYPSUM 7" O.C.DGE NOTE:2 FOR PANEL FIELD 0 t
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS _J X .J
WALLBOARD 10"O.0.FELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 '(� O O LO
LO
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. V,
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES Z 00 = ~
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
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAL O
QTY. SPACWG THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �-
and blocking where applicable. O
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMONAS PER TALE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM SBCbe usedW L O
7/16"OSB 6d COMMON 3"O.C.:DGE
anchors where applicable to all connecting joists. PLUMBING NOTES . LIJ U)
6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 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 LL
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. .-7;0
A
on plans. WALLBOARD a ,
5d COOLERS 10"O.0 FIELD u,
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7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
FLOOR SHEATHING:
other access openings unless otherwise noted(typical). y
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NA 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 100 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
JOINT DESCRIPTIONI
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACUG 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOORt
where applicable unless otherwise noted. STRUCTURAL PANELS gd COMM
O 6"O.C.DGE 1J. I41 d
walls.
12"O.C:IELD REQUIRED Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
9).Provide blocking/bridging in floor at 8'0 o.c..Use solid blocking in Floor joists HVAC SYSTEM NOTES I"OR LESS NOTES: Section R602.8-FIREBLOCKING REQ w `C�
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. V, O. (0)
requirements. Fireblockin shall be provided in wood-frame construction in the following locations.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED T0= S P g
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY.
equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
p� L 7.s y
DRl11Y V I V F
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathg levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 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 shening feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtainigher using parallel rows of studs or staggered studs.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structur 201918
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connects, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 6/18/2019
/
over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain loa path. drop ceilings and cove ceilings.
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over conncted 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
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. members,the tabulated number of nails shall be prmitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. SCALE: SEE PLAN
to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced sol-16d nail per foot.
3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOL COMPACTION• flame and products of combustion.
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
torch down type material over. and R315 of IRC. 1).NEW FILL TO BE(LEAN OF ORGANIC MATERIAL.CONTRACTOR SHEET N O■
TO VERIFY EXISTNG SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
be installed with a foam sill gasket and cop-r-sex termite shield or approved equal.
2).COMPACTION OF NEW(FILL SHALL BE AT LEAST 95%PROCTOR NOTE:
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
SOIL AT 12"LIFTS(TYPICACML).CONTRACTOR TO HAVE FILL
TESTED BY A PROFFESSIOINAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
A- 5
I