HomeMy WebLinkAbout37994-Z # , Town of Southold Annex 6/30/2014
P.O.Box 1179
e 54375 Main Road
+ �F` Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36988 Date: 6/30/2014
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 465 Halls Creek Dr, Mattituck,
SCTM#: 473889 See/Block/Lot: 116.-7-3.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
4/19/2013 pursuant to which Building Permit No. 37994 dated 5/2/2013
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:
RAISED PATIO ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Macari,Diane
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
A e ignat re
' Town of Southold Annex
6/30/2014
41 1
P.O.Box 1179
54375 Main Road
W s Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36989 Date: 6/30/2014
THIS CERTIFIES that the building IN GROUND POOL
Location of Property: 465 Halls Creek Dr, Mattituck,
SCTM#: 473889 Sec/Block/Lot: 116.-7-3.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this otficed dated
4/19/2013 pursuant to which Building Permit No. 37994 dated 5/2/2013
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:
ACCESSORY IN-GROUND SWIMMING POOL AS APPLIED FOR
The certificate is issued to Macari,Diane
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37994 11-19-2013
PLUMBERS CERTIFICATION DATED
Autho Si ature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 37994 Date: 5/2/2013
Permission is hereby granted to:
Macari, Diane
10-49 Burton St
Beechhurst, NY 11357
To: Rasied patio addition to a single family dwelling and installation of an in-ground
swimming pool as applied for per Trustee approval and DEC NJ letter.
At premises located at:
465 Halls Creek Dr, Mattituck
SCTM # 473889
Sec/Block/Lot# 116.-7-3.2
Pursuant to application dated 4/19/2013 and approved by the Building Inspector.
To expire on 11/1/2014.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $831.20
CO - SWIMMING POOL $50.00
CO - T $50.00
otal: $1,181.20
B Iding Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,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. 5',2—1-3
New Construction: X Old or Pre-existing Building: (check one) `
Location of Property: S— 1y,g S C!"ae r prtV`e O T V t�
House No. Street Hamlet
Owner or Owners of Property: mac a-1,z
Suffolk County Tax Map No 1000, Section /'/j(p Block -7 Lot .
Subdivision T/( by-K 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: $
r /
''Applicant Signature
*pF SO�jyOlo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O. Box 1179 Q roger.riche rtCaD-town.southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Diane Macari
Address: 465 Halls Creek Dr City: Mattituck St: NY Zip: 11952
Building Permit#: 37994 Section: 116 Block: 7 Lot: 3.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: GJS Electric License No: 4839-me
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor Pool X
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat gas Duplec Recpt 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 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 2
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 1 Twist Lock Exit Fixtures 11 TVSS
Other Equipment: in ground swimming pool to include-bonding, 4-GFCI circuit breakers, pool lights,
1-blower, 1-chlorinator,4-special recpticles, 1-control panel
Notes:
Inspector Signature: ti Date: Nov 19 2013
81-Cert Electrical Compliance Form.xls
Of SO(/jy06
umuwwmn
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
ZFOUNDATION 1ST j ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: (a,t t
r
DATE INSPECTOR
-70 f
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# 4
TOWN OF SOUTNOLD BUILDING DEPT.
765-1802
INSPECTION
[Ll---FOUNDATION
FoUN
p_.r►�'�"�� r [ ] FOUNDATION 2ND [ ] INSULATION
] FRAMING/STRAPPING [ ] FINAL
] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
v" A
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ J ELECTRICAL (FINAL)
REMARKS: D�•
DATE INSPECTOR =Y-�1��'�
cal
'..1 l sro�n,�►t�
TOWN OF SOUTNOLD BUILDING DEPT.
765-1802
Qui 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)
REMARKS:
DATE /3 INSPECTOR �
TOWN OF SOUTHOLD BUILDIN DEPT,. ..
765-18022
INSPECTION X
[ ] FOUNDATION 1ST ( ] ROUG BG.
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ] FRAMING/STRAPPING (- FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
)12 G-
�^
p� -1
DATEi . 4 INSPECTOR �G ``
Of SOUTy��
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] RO H PLBG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ) ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: C*Z AWL-
DATE
INSPECTOR
(� �o��pF SOblyo6
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUG BG.
[ ] FOUNDATION 2ND [ ] I LATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
9
rl
j
DATE l INSPECTOR
3719 r4f s
TOWN OF SOUTHOLD BUILDING DEPT.
76S-1802
INSPECTION
I FOUNDATION 1ST ROUGH UMBING
FOUNDATION 2ND IN ATION
INAL
FRAMING / STRAPPING E=
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRtICTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
DATE INSPECTOR-, 7X4
SECB
PROFESSIONAL ENGINEER
1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971
TEL:631.765.2954 • FAX:631.614.3516 • e-mail:joseph@fischetti.com
Date: 16 October 2013
Reference: 465 halls Creek Drive - Macari
Building Inspector
8P 0 37771-
Town of Southold
Main Road
Southold, NY 11971
Dear Sir,
The client wished to make a minor change to the submitted plans for the rear patio and
pergola. Instead of open rafters they wished a closed roof. Those changes to the design are on
the attached plans dated October 1, 2013.
Because carpenters were in the process of completing the framing I inspected all of the rough
framing. To the best of my knowledge the framing for the new pergola and roof are in
accordance with the attached plans and New York State Building Codes.
of N wr .
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OCT 16 2013 .�
mou t2 BOARD CERTIFIED IN STRUCTURAL ENGINEERING
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INMATION PElt N.Y.
STATE ENERGY • 1
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. Check
Septic Form
�n � N.Y.S.D.E.C.
U Trustees
Examined .21
Contact:
Approved 20 # Mail to:
Disapproved a/c D
Phone:
, BLO . DEPT.
OHExpiration 21 TW
OL
Building ctor
APPLICATION FOR BUILDING PERMIT q
Date � , 20 %.3
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housi de,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant o ame, f a corporation)
�✓10�0 i�Q/j'l 0�
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
96�2��
Name of owner of premises �aa,7te a"a, L
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location f land on which ropo�d work will done; / C
C i'c l/P /�/�� l� f�
House Number Street Hamlet
Block Lot.
County Tax Map No. 1000 Section—
Subdivision Filed Map No. Lot^.
(Name)
I
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost Fee (Description)
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars a& of
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 -- umber of Stories
8. Dimensions of entire new construction: FrG SUS Re Depth
Height Number of o '
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 NO Will excess fill be removed from premises?YES NO
r
14.Names of Owner of pre ises r. a r t Address Phone No.
Name of Architect 5e- _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_,K NO
* IF YES,D.E.C.PERMITS MAY BE REQUIRED. Al/p j-V rl sd .
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.
STATE OF NEW YORK)
SS:
COUNTY OF� /ra
Cc d-7�Q being duly sworn,deposes and says that(s)he is the applicant
(N e of individual signing contract)above named,
(S)He is the
(Contractor,A ent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to snake 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.
Sinto ore me this� ��!J
`JI/ day o �;l 20 13
N ary ublic Signature of Applicant
BETSY A.PERKINS
Notary Public,State of New York
No.01 PE6130W6
Qualifiied in Suffolk Courafi�-�y
Commission Expires July 18,�
05/01/2013 13:50 MOORE LAW OFFICES TAX)6317654643 P.0021002
k- 059
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO. 8116 DATE: MARCH 20.2013
ISSUED TO: ,DIANE MACARX
PROPERTY ADDRESS: 465 HALLS CREEK DRIVE.MATTITUCK
SCTM# 6-7-3.2
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 20.2013,and in
consideration of application fee in the sum of$250.00 paid by Diane Mac eri and subject to the Terms and
Couditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the
following:
Wetland Permit for a proposed 301x15' pool with decks and patios; retaining
walls for all structures,75'f from edge of wetlands for structures;with the condition to
establish and subsequently maintain a Non-Disturbance buffer with native vegetation
seaward of 9' contour tine; and as depleted on the survey prepared by John C.Ehlers
Land Surveyor,last dated April 17,2013 and stamped approved on April 19,2013.
IN WITNESS WHEREOF,the said Board ofTrustees hereby causes its Corporate Seal to be affixed,
and these presents to be subscribed by a majority of the said Board as of this date.
o�-
ti�
0510112013 13:49 MOORE LAW OFFICES fAX)6317654643 P.0011002
a 1OHNO A n,M0i PATRICIA C. MOORE
J_d_3G 901'3 Attorney at Law
51420 Maln Road
Roz L - AM Southold, New York 11971
Eaj Tel;(831)785-4330
Fax: (831)785-4843
FACSIMILE COVER SKEET
Thepages comprising this facsimile transmission contain confidential information from Patricia C.Moore, Thls
information is intended solely floruse by the individual entity named as the recipient hereof, if you arenot the
Intended recipient, be aware that any disclosure, copying, distribution, or use of the contents of this
transmission is prohlbited. if you have received this transmission in error, please notify us by telephone
immediately so we may arrange to retrieve this transmission at no cost to you.
TO: ��O FAX NO:
RE;
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DATE: �—— � -- 1'>
TOTAL. NUMBER OF PAGES INCLUDING COVER SHEET
IF TRANSMISSION IS FAULTY OR INCOMPLETE, PLEASE CALL BACK AS SOON AS
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comments:
. .
John M. Bredemeyer III, President Town Town Hall Annex
Michael J. Domino,Vice-President �� �p 54375 Main Road
P.O. Box 1179
James F. King,Trustee Southold,New York 11971-0959
Dave Bergen,Trustee i Telephone(631) 765-1892
Charles J.Sanders,Trustee Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 0960C Date; March 24,2014
THIS CERTIFIES that the construction of a 16'x32' pool with patios, decking and
retaining walls to be no closer than 34.5' and 42' from edge of wetlands• non-disturbance buffer
with native vegetation seaward of 9' contour line
At 465 Hails Creek Drive.Mattituck.New York
Suffolk County Tax Map # 116-7-3.2
Conforms to the application for a Trustees Permit heretofore filed in this office
Dated January 2. 2011 pursuant to which Trustees Wetland Permit#8116 Dated
March 20. 2013,was issued and Amended on January 22. 2014 and conforms to all of the
requirements and conditions of the
applicable provisions of law. The project for which this certificate is being issued is
for the construction of a 16'x32' Wool with patios decking and retaining walls to be no closer
than 34.5' and 42' from edge of wetlands:non-disturbance buffer with native vegetation seaward
of 9' contour line.
The certificate is issued to DIANE MACARI owner of the
aforesaid property.
Authorized Signature
New York State Department of Environmental Conservation
Building 40 -SUNY,Stony Brook, New York 11790-2356
Telephone(516)444-0365
Facsimile (516)444-0360
John P.Cahill
Commissioner
TIDAL WETI&MM II$TTER OF NON-JURISDICTION
Charles R. & Ellen M. Hagerman December 9, 1999
PO Box 2218
Saint James, NY 11780
Re: UPA41-4738-02465/00001
Facility - Hall 's Creek Drive SCTM#1000-116-7-P/0 3
Mattituck (Hall 's Creek or Mud Creek)
Dear Mr. and Mrs. Hagerman:
Based on the information you have submitted, the New York State
Department of Environmental Conservation has determined that:
The property landward of the 10 foot elevation contour on a gradual
natural slope, as shown on the survey prepared by John Schnurr
dated 8/31/99, is beyond Article 25 (Tidal Wetland) jurisdiction.
Therefore, in accordance with the current Tidal Wetlands Land Use
Regulations (6NYCRR Part 661) no permit is required under the Tidal
Wetlands Act . Please be advised, however, that no construction,
sedimentation, or disturbance of any kind may take place seaward of
the tidal wetlands jurisdictional boundary, as indicated above, ,
without a permit. It is your responsibility to ensure that all
necessary precautions are taken to prevent any sedimentation or
other alteration or disturbance to the ground surface or vegetation
within Tidal Wetlands jurisdiction which may result from your
project. Such precautions may include maintaining adequate work
- area between the tidal wetland jurisdictional boundary and your
project (i.e. a 15' to 20' wide construction area) or erecting a
temporary fence, barrier, or hay bale berm.
Please be further advised that this letter does not relieve you of
the responsibility of obtaining any necessary permits or approvals
from other agencies.
qcerely,01Z)
LJS Administrator
T. Wolpert/Young & Young
File
SO�jyo
�o
Town Hall Annex Telephone(631)765-1802
54375 Main Road H ax(631)765- 5
P.O.Box 1179 G.� • �� roger.richert(I own.sout o ny.us
Southold,NY 11971-0959
OUNTI,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: < Date: g- - /�3
Company Name: �S _ pL-f Y,'� LLC
Name: -�
License No.: C 9
Address: 6M64-INN
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name: (a(\9 MaCa r `r
*Address: 4(p S k«S C-ree K- 0 C .
*Cross Street: tA Q"� Sm" I (2,
*Phone No.: U_31-
Permit
31-Permit No.: 3 101 G
Tax Map District: 1000 Section: 11(p Block: -7 Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection: bo 4;„ K) &E / NO Rough In Final
*Do you need a Temp Certificate: / YES / NO
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION 0/00,00
82-Request for Inspection Form ` ~
SURVEY OF PART OF LOT 30
MAP OF HARBOR V I EN AT MATT I TUCK N
51 TUATE: MATT I TUCK
TONN OF SOUTHOLD wE
SUFFOLK COUNTY, NY
"MAP OF HARBOR VIEW AT MATTITUGK" S
FILED AUG. 21, IG87 AS MAP # 8377
SURVEYED: APRIL 22, 2010 Lot 31
TIE REVISED: APRIL 2q, 2010
PEOP05ED ACTIONS DEG. 12, 2012, 3-II-2013
04-17-2013
PFioPosEV
SUFFOLK COUNTY TAX # / Lomm-'EVM P
1000 - 116 - 7 - 3.2 �� w/�����
El. = n RETMNN6 Vv
CERTIFM TO: BLOCK cuRB ON PA- 331.20,
HqTER1 ; ;
-COUNTY ABSTRACT CORP. � 1
)(..,A RS TlT 1E!NS7JRANC E�l.` RP. 'i
a"� _7 345'; +�
PHRA6MTE5 00
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P/0 Lot 30 % �dc� ryo �ry o g�
411� C - 44 h � --- 42'1 1
V� Q �Q �� ��• � � fT 1i , � y ^�•
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P/®L®13® 13 1 �g,, q�, q
y�— — — lllll7[ 0/ CL[4111 Nt
Lot 29 . N97Vr5O"W 227.55,
Lot 29
4 NEW
NOTES:
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w1.raa 9mb mann�•
&0ai rd1 ro
oboesM!r
.m1pw.. i e. rler.a to a _
■ MONUMENT FOUND WETLAND FLA65 AS SET BY BRUGE ANDERSON hdk.*""�°"
OF SUFFOLK ENVIRONMENTAL 02-25-2013 '""'� °-ork 745ded
b.
Area = 1dmdl—
Area = 51�220. d 0Acres DW (1) 6' DIA. 4' DEEP FOR POOL PUMP OFF /c�N`SFD LAN�`'�P, d� � ssum
fo llu bllr[lul Ur4/to-
Ilan an not borl�dN[b ofSM1d lulfltlsr
GONTOUR5 REF. NCGVD '2q DATUM DW (2 8 3) 8' DIA. 5' DEEP FOR PATIO RUNOFF
POOL EQUIPMENT TO GO UNDER DEGK JOHN C. EHLERS LAND SURVEYOR
GRAPHIG 5GALE 1"= 40' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202
"AFTER CONSTRUCTION, PLANT NATURAL INDIGENOUS VEGETATION RIVERHEAD,N.Y. 11901
SEAWARD OF q' CONTOUR. AFTER PLANTING AREA SEAWARD OF q' 369-8288 Fax 369-8287
CONTOUR, LAND SEAWARD OF q' GONTOUR WILL BE A NON-DISTURBANGE AREA" REF-C:\Users\Tohn\Documents\My Dropbox\10\10-123 PROP.POOL.pro
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APPROVED AS NOTED
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FEE
\ , NOTIFY BUILDING DEPARTMENT AT
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35.B301 765-1802 8 AM TO 4 PM FOR THE
S 26039AT W WATE ARK Z FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
dj FOR POURED CONCRETE
°� S 2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL CONSTRUCTION MUST
BE COMPLETE FOR C.O. O
V C ALL CONSTRUCTION REMENTSOF THE CODES OF NEW ~
Z Z REQ
YORK STATE. NOT RESPONSIBLE FOR w
V'INDs DESIGN OR CONSTRUCTION ERRORS. V
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SLANDWARD LIMIT OF o
COMPLY WITH ALL CODES OF A
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USE IS UNLAWFULCL
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PROPERLY: 51,033 SQ FT. 1.17 acres O
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WETLANDS: 16,279 SQ FT.
/ BUILDABLE: 34,754 SQ FF. 1..�
pRTAIN MRM V�
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EXISTING PORCH/DECK: 1,091 SQ FT. 3.1%
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ENCLOSE POOL TO CODE
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I I NOTES:
—E— �_ _ _ _ _ _ _ E_ \ I SWIMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND
_ _ _ _ _ _ _ _ _ _ _ _ _ _TA-RITE 400,000 BTU ALL PIPING TO BE � I SOIL TO BE LEFT ON PROPER-TY. SOIL TO BE STOCKPILED OR RUFF GRADED (AS
(PROPANE GAS HEATER IP PG PER OWNER) ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED
W AWAY.
PLAN VIEWW SWIMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8" STEEL REBAR TIED,
SCALE: � " — V-0" I I 12" ON CENTER FOR WALLS AND FLOOR, 5" ON CENTER FOR ALL TRANSITION
BREAKS AND BOND BEAM.
PUMP O THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE
STEEL CAGE ATATHICKNESS OF NO LESS THAN 12" ON THE TOP EDGE OF THE
FILTER POOL (BOND BEAM) AND NO LESS THAN 8" ON THE WALLS AND FLOOR.
INTERIOR FINISH OF POOL TO BE "PEBBLE TECH" DURABLE FINISH. COLORS AS
PER OWNER. DRAWN BY: JF/MH
April 11, 2013
SCALE: (SEE PLAN)
NEIN
`S�" r° SHEET NO:
m
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GENEFRAL NOTES WIND FRAMING NOTES NAILING SCHEDULE f=LAN CONTENTS:
1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION Q-Yr SPACING NOTES BUILDING USE
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER BUILDING HEIGHT1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION O
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 CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL �•..�
for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST
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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
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 CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL Q w
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES (1 U
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE Z
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES ro0COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS Q w w
meets current federal, state, county and local codes, ordinances and regulations, etc, Wall studs above and studs below a floor level shall be attached with uplift connections in 40 A
TO RAFTER WFCM - SBC END NAIL F...r
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 Z
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 2O w
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 lei Q
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) J
(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30
4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 [--r
O
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 I' V (� 1-4
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 (ANDIRECTION) 200 E-1
3 inch square washes shall be used with the anchor bolts. Anchor bolt
precautions and programs in connection with the work. There are no warranties for a bottom plate, q QTY. SPACING a-
EXPOSURE CATAGORY Q � a
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
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE W Z
4- 16d COMMON H
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE (n r 4
A
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 2- 16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE O
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 gym,: w
�� HEADER TO 16" O.C. FACE FIRE PROTECTION 0-
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7 o.c. at panel 16d COMMON (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS O
such as bookcases, shelving, pantry, closets,,trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 - 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. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK a,FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC 8� GEOGRAPHIC DESIGN CRITERIA
1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2
) p GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
2). All footings to rest on undisturbed (virgin) soil. (MIN. SOIL STRENGTH AT 2000psi)
interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES MODERATE SLIGHT TO
p 1 g JOIST TO: PER TOE
3 . Provide 112" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE -
concrete or masonry walls occuring in exterior or unheated interior areas. 4 - 8d COMMON
8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
4). An new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
Any g g 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
be installed with#4 re-bar, 18" long at 12"o.c.. Use approved epoxy for installation. 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
BLOCKING EACH TOE
5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be TO JOIST 2 - $d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY:
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: EACH TOE INTERIOR ZONE 8d COMMON a'� 6" O.C. 8d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS)
3 - 16d COMMON L, @
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 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3
8x16 cast iron foundation vent for every 150 sq. ft. of area.
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL
C L+
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES.
7). Dampproof exterior of foundation with bituminous coating as per 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
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,
per
as a. Drainage town and N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST T0: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
) g p SILL OR TOP PLATE 2 - 16d COMMON 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.
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 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 WindNAIL NAIL
3). Posts supporting girders shall be anchored to a 12"x12";x12"thick concrete footing. JOINT DESCRIPTION
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts.'Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
STRUCTURAL PANEL
2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR.
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. Sd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Co . CK
WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. W
CEILING SHEATHING: W
SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL _
otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) >-
4).
d'
where needed. �� 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD ^ � � z �
4 . Unless otherwise noted all bearingwall headers to be 2 2x10#2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE •J � Lo
( } WALLBOARD 5d COOLERS 10" O.C . FIELD INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. SEE NOTE: 3 z (0
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. @ @ W � N
openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL S H EAT H I N G: x J
openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall NOTES J U7
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 NAIL NAIL Q O O CD
to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING � z
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall O ~ r-
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16 OSB 3 O.C. EDGE 11 be used. U O
6d COMMON
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD U)
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. 1.:.on plans. WALLBOARD 5d COOLERS 10" O.C . FIELD
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. ")
7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists FLOOR SHEATHING: NOTE:
under all bearing walls., 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING
8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
needed. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12" O.C. FIELD 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
9). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
THESE NOTES ARE ONLY TO BE REFERRED TO IF
10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal)
over subfloor as per manufacture's instructions. equipment supplier. 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space.
11 . All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 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 Fireblocking shall be provided in wood-frame construction in the following locations.
g Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher
ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor
to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 DRAWN BY: JF/MH
12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or 1).All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs.
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected April 11, 2013
torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
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13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot - 16d nail per foot. drop ceilings cove ceilings.. SCALE: (SEE PLAN)
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code.
3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces --
under stairs shall comply with N.Y.S. Residential Code. ()F NEIC
4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of � SHEET N O:
flame and products of combustion.
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5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. �
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