HomeMy WebLinkAbout42424-Z / t
�q�gU Town of Southold 10/21/2019
o r P.O.Box 1179
v' 53095 Main Rd
Southold,New York 11971
,
CERTIFICATE OF OCCUPANCY
No: 40789 Date: 10/21/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1900 Pine Neck Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 70.-9-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/22/2018 pursuant to which Building Permit No. 42424 dated 3/1/2018
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 ADDITIONS INCLUDING DECK SIDE LANDING,AND OUTDOOR SHOWER TO AN
EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Remika LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42424 09-10-2018
PLUMBERS CERTIFICATION DATED 02-27-2019 JjDqhitecav
u ho ' Signature
4�gUFFo��co TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 42424 Date: 3/1/2018
Permission is hereby granted to:
Remika LLC
c/o Kanna Sato-Chioldi
241 W 23rd St Apt 513
New York, NY 10011
To: construct additions and alterations to an exitsing single family dwelling as applied for.
At premises located at:
1900 Pine Neck Rd, Southold
SCTM # 473889
Sec/Block/Lot# 70.-9-3
Pursuant to application dated 2/22/2018 and approved by the Building Inspector.
To expire on 8/31/2019.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $377.60
CO -ADDITION TO DWELLING $50.00
Total: $427.60
Building r--
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.
New Construction: Old or Pre-existing Building: -�� �J h�(check one) �/�
Location of Property: C 1 a e! Pf N� / "I:� I—"�l� ��JI L`A
House No. /Streets Hamlet
Owner or Owners of Property: I A %
®�*rif SOUr�,®!
Town Hall Annex Telephone(631)765-1802
54375 Main Road G� Fax(631)765-9502
P.O.Box 1179 Q
Southold,NY 11971-0959 •c® • �® roger.riche rt(a)-town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Remika LLC
Address: 1900 Oine Neck Rd City: Southold St: New York Zip: 11971
Building Permit#- 42424 Section: 70 Block: 9 Lot: 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Custom Lighting of Suffolk License No: 38893-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 12 Ceding Fixtures 14 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 8 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors
Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt30a Emergency Fixtures Time Clocks
Disconnect 11 Switches E22 Twist Lock Exit Fixtures TVSS
Other Equipment: Kitchen and bathroom renovations, additional up grades through out the house.
Notes- 2-bath fans,range hood, 1-paddle fan
Inspector Signature: Date: September 10 2018
81-Cert Electrical Compliance Form.xls
zf So
Town Hall Annex '
54375 Main Road ;' Telephone(631)765-1802
P.O.Box 1179cn Fax(631)765-9502
G _
Southold,NY 11971-0959
{ COUNT-Nil
BUILDING DEPARTMENT
3TOWN OF SOUTHOLD
AR 1 1 2019
CERTIFICATIOIV
OF SO OL
Date, '7
Building Permit No.
Owner:
(Please print)
Plumber: 6-' 7 'le-t-—,v o�'-e
(Please print)
lead. I certify that the solder used in the water supply system contains less than 2/10 of I%
(PIumbers Signature)
Sworn to before me this �p
day of I , 20 i e
Notary Public, County
CYNTHIA A GALLO
NOTARY PUBLIC, State of New York
No. 01 GA60uWa51
Quulrfied in Suffolk County
Commission Expires August 14,2009)-
OF 5Out,
� O�
f TOWN OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] UGH PLBG.
[ ] UNDATION 2ND [ INSULATION
IV FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] CAULKING
REMARKS: �� S�(*ojtvlt,
I( plPnrv� (j <
,r S
DATE INSPECTOR
pF SOUTy��
* # TOWN OF SOUTHOLD BUILDING DEPT.
°ycourm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. 424z,4
FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY _ [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
dl O
DATE T / INSPECTOR
z
OF SOUlyO`o
* # TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPEC ION
[ ] FOUNDATION 1ST [ ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING ( ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
MARKS:
A94 Plv,M f�srsn/trp� ro-f- ,��
DATE �� bt INSPECTOR
SOUIyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE �� `� INSPECTOR Y C C
4 �a0f SOUIyO
# TOWN OF SOUTHOLD BUILDING DEPT.
°`ycnu765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ]rIN
LATION
[ ] FRAMING /STRAPPING [ L
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
grt,,Oo/ t"
APA M-000-
DATE
r(//DATE ?v INSPECTOR
1
Ltiia<6q
(� __ APPLICANT: S.C:T.M. 1000 CHAPTER, 236
i '(Property Owner.De ign P�dmional,Agent,Contractor,Other) —� Q ""':.',' }
IdA iE2�1J 2119-n Iil6ck 4 <€ STOPW_WATT ER.-. 0A.A -N�.GI
APR PieaPrni <� - - •
Date _ _�q INSPECTION REPORT FORM
j '�,gnaturc - 7dryeve Nunr« _
COMPLETED Indicaie All Srte Work that has been completed Checking Yes/No or NA
DESCRIPTION•OF SITEMODK:TOJECOMOLE `6 yE No NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. ;
a. Maintenance of Erosion&Sediment Control's
b. Lintas of Clearing&Area of Proposed Land Disturbance, -. .-": " ::-� F ,+.!i�c.*'_ ;U
c. Condition,ofrStockpiled'Soits:_ -
'd. Ver`jfication•<if',Size-•&ID6pth of D64chlAg,Pools. V5INM
1 e. -•er_Ifleatidn'of,Qra1nVPe}nsTatl tidri;l Ciiiierete°Forging:;._ T
f, Driveway Installation within the Town ROW_-Highway Specifications.__._:;
g., Final 'ttea,r`a Ing-;E_ect on AdXoqt,PtOP.6P't!,
h, ns tion�of= ��ter&reader_,ysterci;- _rainag'eiping- = .F . • - - ------ - - -- - =-- - -- `.. ".. - - . . .
_pec -
! i. Insta attars o. propose Svrizrimliig: oaisanii disc arge`ring:
1. Inspection of Construction Entrance/Staging Area(s).
k. Location of pyQposed concrete washout
A Phial iiu tei:6 Retrort mu!; v6e ec rttpleted.AYlos.to:i uance of Cerufxs ate Af€?ceupnz :::T tte.appllrittt ltas ttiiee txtior�.tcic cei ttf�cation'aI drains a it�sta2laiicina. ,
* OPTION 1. Certification of Drainage•InsfalIatioh with As-Built"drawings prepared'&Sealed by a Registered Design Professional Licensed in the State of New York
OPTION°:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping.
OPTION s:3 Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department
OPTION': I. OPTION':2.
Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement
&Sealed by a Registered Design Professional Licensed in the State of New York of all drainage structures with appropriate background indicating location
Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading
Town Engineering Department.
i TOS Review NOTES- TOS Review NOTES:
i •
*'x#FOR NE
ENGIERtN I? ExAtiTl Ul`LY x * Additional Work is Required for Approval.
Reviewed& SMCP Installation is Not Complete. (See Notes Above)
Approved By:
t Stormwater Management Plan Installation has been
Date: -. _ Inspection'i: Completed & Approved by the Engineering Department.
( FORM S" CP' rSspegffon Report Form-TOS October 2014
JNACORBONN OPEW-C,'EIL
SPRAY PUIVURETHANE, Rffilri
�� D
INSULATION- CtRPFICATE MAR 1 1 2019
Canij-)fvinq l.vith CCRR-1079 for appfiGation in unmented attics without an li,gnition,barrier.
This form-MUST BE filled out and posted to comply with bdild'n e6il
g o-
LVO--T—
requirements. Meets 1RC Sections requirements: OFSO
VIVOZL
2009 IRC: N1 1'01.2,:N 1101.4, N1101.8
2012 IRC: N1101:3, N1101.5, N1101!7, N11101.12
2015 IRC: N1101.3—N1101A N1101-,7, N110110
In accordance with the,261611'ntotnaticrnal Building Code, Chapter,26, and the 2015-International
Residential Code, R316, reqUi.rpmentg 1or the foam plastics the irtsulation-system,(s) referenced above
have been install0id according to manufacturers' recommendations and to local building code
requirements, F additional recommendations-refer to CCRR-1 079.The following thermal resistance
values have been.installed:
Attic Area Insulated till-VaWe Thi knett�(ihches)
Ceilings-
Floors
Other
Other
Nqminal thicknesses are representative of field spray-:applied foam material
Job-site Address:. I AA C C
Building-Contractor:
Insulation Contractor,
.insulation Contractor Phone; 71
,Installed By:
Data of Instaflat-i,Qn:
I '� I 1 41
DO MOT REMOVE THIS CERTIFT,CATE
'PLEASE POST-NEAR, ATTIC ENTRANCE
The spray,polyurethane,insulation has been installed in,' ac,cord'a-nce with the,terms of CCRR-1079.
NOTE TO HOMEOWNER:
,Caution,this"is.an unvented atticbydesign. No madifidation-,rr-fay,0brnq0e;o this unvented condition.
The attic shall not be vented.,'H.oles into the unvented attic�shall be immediately repaired and sealed.
Pendtrations,of the ceiling or wall membrane between the unvented attic and living space,olher-thah
the horizontal access hatch, must be protected in an approved manner.This unvented attic shall not be
used for storage. See Intertek-Code Compliance Research,RepqrvCCRR-1079 on the,Int6ftek Website.
71
Fv3
- F fl IL
�E
--s J -�G1 '1 !E ,E RI 'N �G
August 28, 2019
RE: 1900 Pine Neck Road
Building Inspector
Town of Southold
Main Road
Southold, NY 11971
Dear Sir,
I have inspected the interior insulation in the attic for home referenced above. I certify to
the best of my knowledge that the thermal barrier,DC-315 was installed over the Spray
Polyurethane Foam (SPF) in accordance with manufacturers guidelines.The product used
complies with IBC section 2603.4 and is an Alternative Barrier System in accordance with section
R316.4
I certify that the closed cell foam insulation was installed in the attic cielings and R21 closed cell
foam insulation was installed in the walls.
WE
d_1 SEP 302019
��• 05�a�� `,tib
BOARD CERTIFIED IN STRUCTURAL ENGINEERING
aosEPHFIS CHETTI.COM FISCHETTIENGINEER ING.COM 63 1 -765-2954
1 725 H O B A R T ROAD S O U T H O L D , N E w YORK 1 1 97 1
Z_I _
4 'rLj ,itrl:
i�_(i� _s;'i`�`,i�,.' "'�9til'�„�, ^"e;;..r•,T.i tl
el i 01—s u v ly l"td.s y 1S-
I
WSOLATION CERTIFICATE
C011+lalyin(7 with CCRF3-1079 for applicalion in unve;nted at4icc vAthout an i rlitimn barrier.
This form MUST RE flied out and posted to comply with building code
requirements. Meets IRC Sections requirements:
2009 MC:N1101.2.N1101.4,N1101.3
2012 IRC:N1101.3. N1101.5, N1101-7, N1101.12
2015 IRC: N1101.3, N1101.4, N1101.7, N1101.10
In accordance'with the 2015 International Building Code,Chapter 26,ant:the 2015 International
Residential Code,8316,requirements for the foam plastics the insulation s,rstem(s)referenced above
have been installed according to manufacturer,'recommendations and to local outiding code
requirements. For additional recommendations refer to CCRR-1079.The follov✓ing thermal resistance
values have been installed:
Attic Area Vnsulated EE �-6�aIUra Tbic,"-,nosy ti2c es)y "
C@111ngS Y I'jf� S'< rd ha°S�'{I+ i. t 't !°�'411�1
Walls i ►'! i +�r,�.t, .:r `k 'tai 17'}�
Floors l
Other �� 9
Other
*' Nominal thicknesses are representative of field spray-applied foam material
Job-site Address:
Building :Contractor:
insulation Contractor: � t � ,�'h. � ,•, �
insulation C'ont.lracior Phone: ��1��xJ ± (I L4 _^,
_ I
installed By: a'(� �' a_ �'•C J`,
®,ate of Installation
DO NOT REMOVE THIS CERU
SEP 3 0 2019 ,pt,EASE POST IVE'AR ATTIC ENTFIX
p, rj,,btf _M_ - '1 urethane insulation has been installed in accordance v
NOTE TO HOMEOWNER.
f"21J;E0n, lhi5 i^;an orvenled at'?'b1l<"741;i-Ir'' NO Cl1�cc'(;ort My be
The attic shali nol be ve-nted.Holes into the unvented attic shall tae in- 1
Penetrations of the ceiling Or Wail membrane between the unvented y
tt,e horizcr,isl w>cess hitch,til list 110 prolrected in an approved O'nanfic
Used for storage. See lnt"rtek Code Cornoliancc Rose-arch Report CC
,a;r_.wroa'*
R
190DP(NU
4cc
POLYUR€T HANE SYSTEMS
Insulation
Certificate
I�
This form must be filled out and posted to comply virrh building code requirements.
Meets IRC Sections 1Y1101.3,N1101.41,and x':1101.8 requirements.
The following spray
Polyurethane foam Product(s)has/ ave been insr-abed: i
Bayseal°OC Open_C
a l Spray Foam
Bayseal°OC Hy Open1Celll Spray Foam Insutla"on
SaYsel j Quadf a CC X Closed-Cell Spray Foam Insulation
� Quadfoam 50p' �
OC Open-Cell Spray Foam Insulation
Quadfoam Natureseal°OC X Open-Cell Spray Foam Insulation
f 1 Quadfoam 2.00Spray Foam Insulation
Consult International Building g Code.Chapter 26-Plastic and International Res:dantial Code(IRC)eR314 Foam Plastic
fwithor-manufacturerses requirements.
eirea ts.The spray polyurethane foam Ensulatien systernfs)hasfhave been installed in accordano
g guidelines to provide a thermal resin€anre c&
i
Area Insulated
Attic Area Aged R-Value Thickness-
Sloped Ceilings R At inC#les
Walls {Location): I R At inches 1
Wa91s {Location): R- As, irE �Jes
Floors(over an unheated crawl space) R At inches
Crawl Space Perimeter t R At inches
Ex
Basement terior Walls ` R. At inches
R- I
Other {Location' At inches
J�ctc315,grrr6on�ayroof a;ea• � R. I
'Nominal thicknesses are represeniativ�� of field,s ra -a At inches
l3 y pp:.eL]fL'alTS n`�*,crt,a, i
n,Wssa,eoorrb,as
MVS
)N'CERTIFICATE-DO\'0T RE'�I0V
lease Post Near Ele:.:trical Pax.cd.-
9 '
SEP 3 0 2019 `
svirtti.rJcc;Ilanno•.urc�h.ne cern
FOUNDATION -
MN
I,m"a, p
;
► F�
• • 1 : / .1I.�� / � •
PLUMBING
w_J
ENERGYEll
INSULATION PER N.Y-. WAR
STATE
. 1
_e
ADDITIONAL
J ♦ /
RIM
am,
i
DOOR
Ao
��i/�! AP
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board royal
FAX: (631) 765-9502 Z Survey
Southoldtownny.gov PERMIT NO. \ Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Aesti@ft (�
Flood Permit
Examined ,20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
' Contact:
Approved 20 Mail to:
Disapproved a/c
yPhone: 6 31 ��
Expiration
D LC��DdC
'spe t
FEB 2 2 2018 APPLICATION FOR BUIL ING PERMIT
BUILDING DM. Date `�'�� � , 20�
TOWN OF SOUTHOLD 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 iii 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 applicailt or name,if a corporation)
(Mailing address Af applicant)
State whethr ap 1. t iso er, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a��at�,,signature�i my authorizedJ2Jfjofficerzge '
(Name and titlec orate off er)
Builders License No. � r
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Loc tion of land o hich pro osed'Work 1 e done:
�1
House Number V Street (Hamlet
County Tax Map No. 1000 Section Block _ 1 Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and latended use and occupancy of proposed construction:
a. Existing use and occupancy ( q �
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cosj 2DO Vs Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front r`�: ? '1 i TRear
Depth Height Number of Stories ,. �
8. Dimensions of entire new construction: Front Rear ! Depth o i
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO)<
13. Will lot be re-graded?YES N01'\Will excess fill be removed from premises? YES NO
14.Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of,Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES N0
�
* IF YES, D.E.C. PERMITS MAY BE REQUIRED. II ��''
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)
SS:
COUNTY OF )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, CONNIE D. BUNCH
Notary Public,State of New York
(S)He is the No.01 BU6185050
Qualffled in Suffolk County
(Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,2 Wo
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 ti before me thi r�
�---day of alt�!� 20�
\/ Notary Public Signature of Applicant
Scott A. Russell a°suFFQ,Ir STO]KN[WA\'7C')E K
SUPERVISOR z IWANA\G]EM]ENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 '1�O Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOLES 'I<'lH[IS PROJECT HNVO LVIE ANY OF 'd')(3[[lE 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.
E ❑dB. Excavation or filling involving more than 200 cubic yards of material
❑[/ within any parcel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
` ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
❑[]/ erosion hazard area.
E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
E] F.' Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date:
'70
Section
Di;tnct
NAME 71 • '7 V
Section Block Lot`Sq. J `*'x` FOR BUILDING DEPARTMENT l;SE ONLY +'*{
Contact Informatlo l
reicphmc Number)
Reviewed By.
— — — — — — — — — — — — — — — — — —
Date. -
Pro rt Address/ Location of Construction Work: — — — — — — — — — - — — — — — — —
Approved for processing Building Permit.(916 6
CQ P(rvr Ner-.9 PO Stormwater Management Control Plan No
t Required.
5014V6_0 l
Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
BUILDING DEPARTMENT- Electrical Inspector
' TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
roger.richertC,town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY:' pa.� � n` t Date:
1
Company Name: r rye (_ - tL
Name:
License No.: Cl HE email:
Address: x 'J\/
Phone No::
JOB SITE INFORMATION: (All Information Required)
Name: — Ch t
Address: A00 'fid td ICY
Cross Street: LDC ?C �-
Phone No.: S
BIdg.Permit#: L c3 4a � email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly) XJ(W Z�e G-Vt 0_Q_ o0-1--pe5
l LZ, c. in +_
Circle All That Apply:
Is job ready for inspection?: YE / NO Rough In Final
Do you need a Temp Certificate?: YES / NO 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:
PAYMENT DUE WITH APPLICATION
M AY 1 8 2018
82-Request for Inspection FormAs TOWN OF SOUTHOLD
i
SURVEYED FOR: KANNA SATO,CHIOLDI SATO &
MIYAZU SATO
LOCATED-AT:SOUTHOLD,T/O SOUTHOLD,SUFF.CO.N.Y.
LOT: IS DESCRIBED
MAP OF: AS SHOWN
SCALE: 1 "=30'
S.C.T.M.:1000-70-9-3
PINE NECK RD
ent !
G
S 84°47'00" 4
7
61 .05' {i
G i
a
pat. o
y
C-3 Lu
3 . W
NLL
� bride� 3
2 0 d 45.7
ht.
Ey
• o
TAX LOT 2 co
�me 33.5
ed TAX LOT 4.1
0
$ TAX LOT 3
26.5 L
20'-0"
N a4 47'00°W cQ
ood'fence 1. +.s.
CERTIFY TO:
KANNA SATO
CHIOLDI SATO Pre' liminary
MIYAZU SATO
FIRST AMERICAN TITLE INSURANCE
COMPANY 01/17/2018 12:01 :35 PM
TITLE# 3020-858230
L ,
i
FILE # 52215
IL SCP �4J
'E 1N O1 .N E
E'R' INS
February 22, 2018
RE: 1900 Pine Neck Road
Building Department
Town of Southold
Main Road
Southold,NY 11971
The following is a description of the insulation that�will be provided for the alteration to
the above referenced dwelling:
1. Insulation between 2"x6" roof rafters will be closed cell foam = R39
2. Insulation in the 2"x4" attic gable ends closed cell foam= R26
3. Insulation in the 2"x4" exterior walls open cell foam= R13
I
1
®'p-0ay2l�`)�®
BOARD CERTIFIED IN STRUCTURAL ENGINEERING
JOSEPH@FIS CHETTI.COM FISCHETTIEN[BIN EERING.COM 63 1 -765-2954
1 725 H O B A RT ROAD S O U T H O L D , N E W YORK 1 1 97 1
}
NOTES:
3'-7" 6'-0" 1.ALL NEW PAINTED
NEW OUTDOORn REPLACEMENT WINDOWS
SHOWER 9-2 NEW BACK DOOR & (UNLESS NOTED), NEW DOORS,
V A RELOCATED FRONT STAIR CASINGS & SILLS.
2.NEW PAINTED CEILINGS,
EXPOSED JOISTS, INFILLED AS
II II II I r n 'l' n n
NEW TILE -1 2-10r 1 NEEDED.
FLO S ii ii ii ii \��
3.NEW PAINTED WOOD BASE
NEW WINDOW MOLDINGS.
if 11 11 11
4.SEE RCP FOR NEW CEILING
BATHROOM 1 D FIXTURE LOCATIONS.
\11'-31" MUD CD 5.NEW WOOD FLOORS AND
V. :4- 1n ROOM in i2 TILE FLOORS AS NOTED.
NEW WOOD BURNING P i //j7 W
STOVE BY OTHERS A 4 6.NEW STAIR SPINDLES.
PATCH & PAINT EXISTING
25'133. _I 2 6; STAIR TREADS.
iqr
=I NEW TILE d 7.NEW NEST THERMOSTATS &
LIVING ROOM r_,�• I �`\ FLOORS
"' 7 UP � 7'-10" M - �� �Er`a T
DL NEW WOOD FLOORS PANTRY
'-1 1" BAR 1 1 2019
211 62
2'-6" 10'-0" _I ��
9'-71-—
i 0WN 011:+'SOFT J 0'10
— — —— ———— —— ———
-- -- --
3" I I I i
9-34 KITCHEN `�\ I BACK
ENTRY �; 11 -104" I - _ I DECK RESIDENCE
HALL
1900 Pine Neck Road
CD
DINING L I Southold, NY 11971
■N
CLOSET �"
I I � I
014 ,
�"\,BINETRY
W KITCHIEN
NEW STAIR \\
� ■ TO BASEMENT I � PPPLIANCES�� � _ i 2 NEW FRENCH
EW TILE I ,�� DOORS W/ SIDE
L'OOR. ,' i LITES
i
CLOSET I`V
'c Z)
oN I ��\ NEW WOOD FLOORS
3'-7"
I Date: 11/27/2017
_ SI K
-- ----- f TD�V i i REF Revision: 5/10/2018
Scale: 1/4"=1'-0"
First Floor Proposed Plan
Drawing No.
A-2
Y
NOTES:
Ell 1.ALL NEW PAINTED
NEW TILE FLOOR REPLACEMENT WINDOWS
(UNLESS NOTED), NEW DOORS,
CASINGS & SILLS.
2'-2" 2'-2" 2.NEW PAINTED CEILINGS,
EXPOSED JOISTS, INFILLED AS
- - IEEENEEDED.
3.NEW PAINTED WOOD BASE
MOLDINGS.
i
�'i " `r 3' 4 4.SEE RCP FOR NEW CEILING
PAINT EXISTING WOODATHROOMLO FIXTURE LOCATIONS.
FLOORS BEDROOM 32,_4n 5.NEW WOOD FLOORS AND
BEDROOM 1 �' TILE FLOORS AS NOTED.
_ _ ______ __ L PAIN EXISTING WOOD
FLOC RS u� UP 6.NEW STAIR SPINDLES.
' RAISED CEILING �� 11'_g" PATCH & PAINT EXISTING
STAIR TREADS.
■ - 7.NEW NEST THERMOSTATS &
6-72" 4" SMOKE/CO MONITORS TO BE
n � INSTALLED.
n , n
2'-2" 2'-6" 13-0 8'_ " 0 6-54 4-74 N �,�
UPPER PAINT EXISTING WO D &MILLWORK CLOSETS BY
FLOORS
I OTHERS.
■ HALL
2'-92-1"
21-2'' 2'-6" 8'-104"
PAINT EXISTING WOOD =
,�,�� FLOORS
��
42 oI 7'-4n BEDROOM 2
LO 7
4'-112" EDN "2IBEDROOM 4 RESIDENCE
21-6' PAINT XISTIN WOOD
I FLOOR 1900 Pine Neck Road
■ Md� Southold, NY 11971
/ I o 11,161.
L RAISED CEILING I
i
110I ISED CEILING
Date: 11/27/2017
Revision: 5/10/2018
Scale: 1/4"=1'-0"
Z'EXISTING PAINT EXISTING Second Floor Proposed Plan
PORCH ROOF WOOD FLOORS
TO REMAIN Drawing No.
A-3
I
Z
O �
� AO
31_�,
lid --------
2.-1011 x 6'-8"
31X3%X1' m
A - i FOOTING A
--------� — 0 0 0 OUTDOOR ' I4
/
1 I _ SHOWER I _ O W O
' `-----
1 ,
I
C)Z[
' NE W WOOD ; cel , I Q� O
BuR.ING STOVE 4-O"
MUD L11
EQ, a EG2. OOM
BATH iD I
' INSTALL PER 1 WALLS
0 <
`' ctl ROOF ^'
MFGR.INSTRUCTIONS
2'�V II
I
I
REMOVE EXISTING WINDOWS ; ' O ' P 5'-O!/2" , O
AND LOWER WALLS.ADD RAILING LIVING ROOM
BETWEEN EXISTING POST SUPPORTS I PANTRY U 04
I I I I
x 6'-8'
I
I I I
II ♦
' II % Lu
I
� I I �
I
' O
— — — — ' - - — — — — — — — — — — — u
1
I 7 ce
LU
ENTRY HALL = a .—
' >
KITCHEN o
I NEW
FRONT RONT
DOOR I II II II 1 I I I II
'� �
- --- --- ---------------- ------ I--1- ---'- - ------------------------------------ ----- --------------------------- '
W
; -
'UPI I I I I I I --------- ------\�-------- 7 ` Y!
I I I 1 I I I 1 1 1 I 1 I = Z Z Lo
s-6 DINING ROOM _� W (D 0 N
NEW STAIRS
04 SCRfENEfa-P01Z IZr'- J
O NEW DECK �A 00 L0
I I I I I I I I I LN LL O
OD�/^,U O co
I 1
I NEW STAIR TO BASEI4ENTLL
O O W
EXISTING PORCH WINDOWS TO BFB REMOVED INSTALL PER ��
` - MFGR.INSTRU IONS
CLOSE OFF OPENINGS IQ)
REMOVE EXISTING
LANDING AND STAIRS
•,.
o
<A� ----- � 1ti
,
FREE STANDING FP , J
EsTirr`c LEGEND
WALL
DEMO WALL----------
NEW WALL --------- 5 " DRAWN BY
2/2/2018
SCALE: SEE PLAN
1sT, FLOOR FLAN
SCALE: 114" = ,'-o" SHEET N O:
m
Z
O
o
Q �4 w
� uz
V41 w n
r - - - - - - - - - - - - - z Fri
I z w
I I
O
r - i O
I o
uj1 I ,
b �
I I
1 I4 " BATH I Q
I
BEDROOM An /�"✓
V-011
I
I BEDROOM I
I RAISED CEILING 1
I
1 z I
I
-
- J
I I 11 I t
lu
LLJ
I I I I
I I I 21-611
I 1
E HA ---------------------- 1 - -� ------ -, 1 ------- -
UP I .♦.�
---------------------- W
----------- I '
I I I I 1 ; I I I I I z
I I I 1 1 1 1 1 1 1 1 Q �------------- ' -
-------------- - ---------------
------------- ol— —---------------------------------------------------------------I
I I I I 1 ; I I I I I 111-V" I �z V— z /l�
I I I I 1 1 I I I I Z I - I W \y V
I I I 1 I I I 1 I 1 0 1 �'-
I I �>< —j N
to Q0O (o
BEDROOM BEDROOM I ZZ m ~
1 Ir--
/C
RAISED CEILING I
1'-4" i cn0 = M
Wa. O �
I
V-
- - - - - - - - - - - - - - -1- - - - -
------- WALL LEGEND
EXISTING WALL-------------
DEMO WALL - - - - - - - - - - - - - - - - - - - - - - - - -
------------
NEW
�b<
WALL DRAWN BY
2ND. FLOOR PLAN- 2/2/2018
SCALE: 1/4" = 1'-0"
SCALE: SEE PLAN
SHEET NO:
Z
O �
Q � w
w
z zA
a
O zo
x
o
C) O
W � �
V 2 .
0 +�
�t �s
L
N
X 2X6rs RR Ca?16"OC
NO RIDGE LU
W �
O
°C 12 —0 w
N JP�� N Z O
ce
Q) Z
N ti S, z (ozLo
NEW ROOF J X Cq
EPDM ROOF Z O O CD
U— Om ~
(n0 = M
W0.. O coo
2X6rs RR 16"OC (� U—
DBL 2X8 RR Ca116"OC
A.
r ,
FP CHIMNEY O '°'
TBD DRAWNF"
2/2/2018
ROOF FLAN
SCALE: v4" = V-0-1SCALE: SEE PLAN
SHEET NO:
NEW COLLAR TIES TO BE
INSTALLED ON WALL PLATE
INSTALL 2X6 OR 1/2"STEEL
ROD w/TURNBUCKLE
ATTATCHED TO TOP PLATE
gQ� REMOVE EXISTING CJs c'('R INSULATE AS REQUIRED
L� PLACE(3)COLLAR TIES, BY CODE
EQUALLY SPACED O
- ----------------
------------------
A O
Q � w
uz
v' z A
z wa
O Z
- o
w
� O
J
Q
D� D�
a; a;
4
D� D�
•1 "1
� 'moi i• � ,
SECT ION A-A
1 r✓' SCALE: 1/4" = 11-011 W
Z
2• 2' Z(D � ZLo
I z
U-
FASTENER TYPE: SPACING: Ir I r 'r ' I r ( I I I 'hI I ( I I ( I o
V1 co
No.B WOOD-SCREW
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH 1 on,
No.10 w000-scnEws (I •r I I I `• I I ' ••r ( ' •r I I ' • � �,,
BASED ANCHOR WITH 16.00 • I I 11 1,I ' ` • • ( I 1 '�I I 1 �'.. �' p,j�.^ \
11 !f e t"-r-''-,t .T
1 [ 4
21n.EMBEDMENT LENGTH _ 1 , I )'
B4.EMBEDMENT
LENITH 16.00 - I I - I I I _ I I I _ I • • •• • • ,� ,.0 -r'.:`n l�'
21n.EMBEDMENT LENGTH • I I • I I I I _ _ 1
Il 3/4"APA PLYWOOD
1 II I I 1 I 1 1 I I II r/ 1 I I 1/2'APA RATED SHEATHING ` ( ' 1 ` ' 1 SHEATHING !'p "`3
II II II GRADE PLYWOOD I 1 1 1 11 f+
(ALTERNATIVIVE:7/16'O.S.B.) • II 1 r• II r•• 1 I 1 • II 1 r • O L 1 - - ��"j)y
• I f I l O , I � I 1 1 / 1 l / 1 1 1 / � 1-�„Q.--.v,.�--'� .e�,�y7J
1/2'APA RATED SHEATHING '
GRADE PLYWOOD/ ) I ' I I I O I I I 1 I I I 1,�""a^^�'`� n y? .�✓:
ALTERNATIVIVE:7 16'O.S.B. ' 1 i
I � � ► I I �
FASTENER TYPE: SPACING: DRAWN BY■ J F
2X4 STUDS r r I r 1
No.8 WOOD-SCREW (` l `\ sOF 2
BASED ANCHOR WITH 10'OC ' 1 I r •r ( I • I `••r I I •r I •
WINDOW SILL 21n.EMBEDMENT LENGTH 1
TYPICAL WINDOW OPENING No.EDWOOD-sCREWS ' 1 j ^ I y
BASED ANCHOR WITH 12'OC I I I / 1 2�2�2618
PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH I I I it
THAN 4 FEET 1/41n.dia.LAGSCREW I ( I 114 f 1 I f I
BAN ANCHOR WITH i6'OC
21n.EMBEDMENT LENGTH
TYPICAL DOOR OPENING
• SCALE: SEE PLAN
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING:
AND E UAL OR SMALLER TOGETHER#WITH STAINLESS STEEL NNECTED No.S w000-scREw
Q BASED ANCHOR WITH roc
THAN 6 FEET OR GAL NBOLTS W/WASHERS 21n.EMBEDMENT LENGTH
ANDND NUT ®2'-0'O.G
No.10 WOOD-SCREWS
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH roc SHEET NO:
PANEL SPAN GREATER THAN 6 FEET 2M"EMBEDMENT LENGTH
da.LAGSCREWAND EQUAL OR SMALLER BMED ANCHORWITH 16"OC
THAN 8 FEET 21n.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
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.
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.
V)
Z
O �
�-- A O
cl
Q w
4 V Z
cn w
Z zA
NEW WALL TO
O zo
SUPPORT RIDGE j ~
0
O
2�8 X60` INSULATE CEILING
!60 ,L-�.ROO) PER CODE W
--------- -------------------- -- - ------------------------------ —1
---------- ----------------------- REMOV-- EXISTI---- -----NG-----CEILING-----JOISTS.-
-
DQ 9 E>ISTING
DBL.2X8
RR @16"OC
lui
E>(STING X UJ
,
W
Q) z
5/4 DECKING z Z Lo
w co p N
2X8 LEDGER 2-2X10 ACQ 2-2X10 ACQ J X J Lo
to QOOco
Z
12"dia.PIER ' o. 12"dia.PIER ' v. a O
.d: D D
w U �
LL
SECTION 5-53 /;
44"1
1 �o SCALE: 1/4" = V-O"
DRAWN1( � . � ..
2/2/2018
SCALE: SEE PLAN
SHEET NO:
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.
Vol
Z
KING STUDS --() - Z I "
\ O �
RAFTER WALL STUD
ENDWALL
CRIPPLE STUD L
BOTTOM PLATE `�,,,•- O
RIDGE
HEADER LEDGER BATHTUB Q }y
SIDEWALL DOUBLE JOIST r
0
JACK STUDS RAFTER < 9
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERSp}/�j/
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS v V ♦+
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT w
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBER DESCRIPTIONAPPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS
g . . xx
. UNDER WALL. A
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20aSTRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20goSTRAP APPLY OVER RIDGE TO EACH RAFTE 26-28 go.LS26 18SLOPE HANGER PPLY TO EACH RAFTER LEDGER
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
E FLOORS TO EACH OTHER W/ THREADED ROD. JALL OPENINGS I RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 I LS210 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC . 1
WALL STUD 1p O Z 1Oh'-y1
THROUGH-ROOF EXHAUST
VENTS SELECTED AND F+•�
LOCATED BY CONTRACTOR a
METAL STRAP L-1
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL O
CHIMNEY AS REQUIRED O O
5
RIM BOARD RAFTER �\
WALL SHEATHING RAFTERS MAINTAIN `+ `
SILL PLATE(S)
I VENTILATION t 1 ' v� �/J
' ' •' ' •' •' ' " ' •' SIDEWALL FLASHING WOOD JOIST r.,�„�1
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS®48"OC• BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST ♦.,..,'
AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL FR PROVIDED WITH A FASCIA
/ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. �. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNEr„T TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14” - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING
ROOFING LAPS BASE
FLASHING 4 INCHES
RAFTER ,
\ BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING lu
SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENTNu
,
,I, WOOD JOIST
I
iTl
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHINGWOOD JOIST
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC
tv
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
,,,!„�
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS
AS TO FORM DRAINAGE CHANNELS AND '1 ,
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION �� 1
4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2"
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 7
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. L
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
B" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS CD zt
ON ALL OPENINGS
PLATE/WALL SPTH4 STUD PLATE ANCHOR w
PLATES TO EACH STUD z _ Z
•
DBL. SILL PLATE �/ ,^
TERMITE SHIELD �-SUBFLOOR ^ ♦►,
SILL GASKET f -WOOD JOISTS Q
// O O Zo
% ' NEOPRENE Z W = I`
TYP. CONC. FOUNDATION DNC. SLABwl GASKET / 2x6 /2xB CONTINUOUS WOOD PLATE
3 I O �\
DAMPPROOF EXTERIOR GRANULAR FILL V BOLTED TO STEEL BEAM WITH
', ,,. !�
6MIL POLY ON EXTERIOR 1' _ ' �•p .�
' V � STEEL COLUMN I � 1/2 " DIA. BOLTS®48" o.c. STAG. � O � co
> ROOF JACK
U) ^
,p %1 , � CONC. SLAB • ' d I • C 'p a 6�° ` i 1�\� ,,'.� STEEL BEAM VJ �•ui O
s
n ). �� I ANCHOR BOLT EMBEDMENT: �. -•• .,"
' ` COMPACT FILL ,� O POURED CONCRETE: 7" ,,` 4" x 1/4" x 8" STEEL -
•p �' i I ' i ¢e t BLOCK WALL: 15" TOP AND BOTTOM PLATE /
ROOFING LAPS
V ' • G • 3 ' ^ FLASHING AT ,. WITH 1/2" x 6" ANCHOR BOLT ,n• +E \��
KEYWAY FOOTING s •°`'"' _.
e ♦ �'p •• CONC. FTG. •p Q•p t e� SIDES AND TOP _\
• O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS / `y
�`� 1 2" GROUT
� ^ (USP LBPS58 OR BP583) � LL PR b" s%. '^` � � •,
1 I �•
REINFORCING BAR
V 10 KIPS
FOUNDATION /8" DIA. ANCHOR BOLT 3" STEEL COLUMN
I
DRAIN TILE ANCHOR BOLT CONNECTION 1 1
' SUPPORTING MAXIMUM SPACING FLASHING LAPS � ( ) c'^J
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM _I r
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC
TYPICAL BEAM DETAIL
SILL PLATE TO FOUNDATION � + • _ ``_: ')
TYPICAL FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC
NEEDED
<<s W
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL/ BOTTOM BEARING � ^� a�f•\y ,,,,,� ,C�,�
ALL BOTTOM PLATE TO FOUNDATION
SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS& VENTS DETAIL 0
.{{
.1!
1 r-SUB FLOOR D RAW N BY: F
CONC. SLAB I DOOR FRAME
6X6 10/10 WWM GARAGE JOIST
COMPACT FILL DOOR
USE 2X8 STEEL BEAM
FOR BLOCKOUT
4" SLAB Q
2/2/20 18
• P.T. PLATE W/ 6X6 WMM \I SLOPE
4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
' 1/2" AIR S�E 1 • ° 7 1 2•. (WITH A NAILING PLATE IF NEEDED)
AT END AND _ :• •. '
tf'p ,• • • . TO BE APROX. 1 LL OR HIGHER THAN SCALE: SEE PLAN
DESS WOOD • • STEEL BEAM TO ALLOW FOR SHRINKAGE
RADE ' C ""_o""'""'�T_"'_"• a ••4� BEAMS O s O •• • •. (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12" = 6X6 W.W.M. I -Q -C �' Q- e• s' °O 'p
MIN. c•n0 a s0 •^ �'O �'p �'� •° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM 0 p O • ° ^�e �SUBFLOOR
•j G REINFORCING BAR t �. NOTCH EQUALS 1/4 DEPTH OF BEAM °O s' ° e' s II-II OIST
REINFORCING BAR • o•. e '
DRAIN TILE ►I ' 1 0.°0.° =
12" s : SHEET METAL / 30# FELT UNDER BEAM AT POINT d O STEEL BEAM SHEET N O.
OF CONTACT WITH CONCRETE OR CONC. BLOCK _ i
i• 3" PLATE (BOLTED TO BEAM)
° (
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • ^ SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
Z
S WIND FRAMING NOTES
NAILING SCHEDULE PLAN CONTENTS: O
GENERAL NOTE
1).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 NOTES NAIL NAIL 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 Q 1�
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' BUILDING HEIGHT (SEE PLANS)
WALL:3-8d COMMON EACH
CONSTRUCTION NOTES: TOE-NAIL
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PUNS) Q O
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
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 COMMONJOIST 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 W
DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT
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
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
FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
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
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 F+1
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 DECKS 40
TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
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 Z A
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 W O
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) PER NYS 301.6
4.WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS(OTHER THAN SLEEPING) 40 O Z
(DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 F'-1 x
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 a
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL
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 NOTES GAURDRAILS ANY DIRECTION 200
0
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 EXPOSURE CATAGORY O
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 2-16d COMMON PER FACE NAIL O
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
TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
corners.
5).Refer to the Window and Door schedule for exterior openings. INTERSECTIONS 4-16d COMMONEA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 1�
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. TYP P STUD O.C. NAIL 1
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and yen" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. J
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 1N O.C. FACE FIRE PROTECTION
SYP P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS 119 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
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-76d COMMON PER FACE NAIL 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 FLOOD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERIAYMENT HAZARDS
2).All footings to rest on undisturbed(virgin)soil.
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NML
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
interior thearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES
NMODERATE SLIGHT TO -
20 PSF 130 B SEVERE 3 FT. 11 NONE
2.4.4.2 and 2.2.4 respectively.
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4.8d COMMON PER TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/ot girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"long at 12"o.c
4).Any new concrete walls being attached .c existing concrete structure shall..Use approved epoxy for installation. 3 5 2-8d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NOTES
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.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY:
P g g• BLOCKING TO: EACH TOEEE NOTES:1(BOTH FIELDS) lu
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 SILL OR TOP PLATE 3-16d COMMONBLOCK NAIL INTERIOR ZONE 8d COMMON @ 6"O.C.O8d COMMON @ 12"O.r_. NOTE:2 FOR PANEL FIELD ♦
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE EN ALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawls aces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON P Pattached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: 3-8dCOMMO JOIST ON LEDGER TO BEAM PFV;P,� TOE NOTES OL
.
7).Dampproof exterior of foundation with bituminous coating as required by current 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
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON 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. LL
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. 2-16d COMMO11
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 W
FRAMING NOTES g 2).Tabulated 12 inch o.c,nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts,
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL QJ Z
g Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3.Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For () >- .:1-
below
Wood Framing Construction Manual. ) P g g g V
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. (07
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: z T_ G�
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: W e0
NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD N
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL .J X J
otherwise. JOINT DESCRIPTION �f1 < O O
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) V J
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD O m
4).Unless otherwise noted,ail bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 �1
( )) ( ) g 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATHING:
openings.LVL headers to have 3 jack studs and 2 full length studs on each side of
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 O co
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 NAIL
and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q•" O (�
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1.For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall W "
5.All Flush beams/headers to be installed with tea du alvinized hangers and Sd COMMON ) g g q
heavy duty g g PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES
7/16"OSB 3"O.C.EDGE
6d COMMON
PLYWOOD 6"O.C.FIELD 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with
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 ) P g g g ti= #`
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 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.
0
on plans. WALLBOARD 10"O.0.FIELD tt Ej
2 Verify septic stem 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. z,
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r ) fY P s1 S tY P pp ,^ s-
FLOOR SHEATHING: VJ �
other access openings unless otherwise noted(typical). Jr',,` l'
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL M','- t� I
JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE.X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. S4
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. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WRH ACQ. O r
state code and manufacture's recommendation for maximum hole size and spacing permitted. E 3 INSTALL 1-CD2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
where applicable unless otherwise noted. STRUCTURAL PANELS gd COMMON 6"O.C.EDG.. ) � m
1"OR LESS 12"O.C.FIELD
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES P's l�
under all bearing walls. NOTES• as required by current NYS Residential Code-FIREBLOCKING REQUIRED
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety rimblorking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. • NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking 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.
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor DRAWN
AWN BY■ JF
equipment Supplier. levels.Concealed horizontal fumed spaces shall also be fireblocked at intervals not exceeding 10
il).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
1).Nailing requirements are based on wall sheathing using parallel rows of studs car staggered studs.
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION:
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
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILLTO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, 2/2/2018
/e]L/�O i1v
O
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 ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain 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 698 AND ASTM D 1557).COMPACT THE
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 ceiling and floor level,to resist the free passage of SCALE:
E E PLAN
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.members,the tabulated number of nails shall be permitted to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
3).All electrical work to comply with 2014 NEC. to be reduced to]-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE.
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 SHEET N O■
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.