HomeMy WebLinkAbout36462-Z e�uFFtJ(,f Town of Southold Annex 7/1/2011
54375 Main Road
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 35039 Date: 7/1/2011
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 910 VANSTON RD CUTCHOGUE N.Y. 11935,
SCTM#: 473889 Sec/Block/Lot: 104.-12-10.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
6/8/2012 pursuant to which Building Permit No. 36462 dated 6/8/2011
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 covered front porch, second floor balcony, outdoor shower and attached one car
garage as applied for.
The certificate is issued to Sarnowski,Daniel
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 6658 8/25/05
PLUMBERS CERTIFICATION DATED 6/29/11 Burts Reliable
B
Auth rized Signature
:ram TOWN OF SOUTHOLD
�gUFFDI
BUILDING DEPARTMENT
y 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 #: 36462 Date: 6/8/2011
Permission is hereby granted to:
DANIEL PAUL SARNOWSKI
P.O. BOX 919
CUTCHOGUE, N.Y. 11935
To: ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED
FOR.
REPLACES EXPIRED BUILDING PERMIT # 34246
At premises located at:
910 VANSTON RD CUTCHOGUE N.Y. 11935
SCTM # 473889
Sec/Block/Lot# 104.-12-10.2
Pursuant to application dated 6/8/2012 and approved by the Building Inspector.
To expire on 12/6/2012.
Fees:
PERMIT RENEWAL $211.20
Total: $211.20
Building Inspector
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 34246 Z Date OCTOBER 21, 2008
Permission is hereby granted to:
DANIEL P SARNOWSKI
CUTCHOGUE,NY 11935
for
ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS
APPLIED FOR. THIS PERMIT REPLACES BP 30748 .
at premises located at 910 VANSTON RD CUTCHOGUE
County Tax Map No. 473889 Section 104 Block 0012 Lot No. 010 . 002
pursuant to application dated OCTOBER 21, 2008 and approved by the
Building Inspector to expire on APRIL 21, 2010 .
Fee $ 211 . 20
s�
Authorize ignature
ORIGINAL
Rev. 5/8/02
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
:�. Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 30 8 Z Date NOVEMBER 4 , 2004
Permission is hereby granted to:
DANIEL PAUL SARNOWSKI
CUTCHOGUE,NY 11935
for
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR
at premises located at 910 VANSTON RD CUTCHOGUE
County Tax Map ..No. 473889 Section 104 Block 0012 Lot No. ' 010 . 002
pursuant to application dated OCTOBER 29, 2004 and approved by the
Building Inspector to expire on MAY 4, 2006 .
Fee $ 211 . 20
P
o 2zed Signature
COPY
Rev. 5/8/02
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 2110 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 cpmpleted 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 $1.5.00,Commercial $15.00
Date. ,/- d l
New Construction: x Old or Pre-existing Building: ' (,check one)
Location of Property: qjO i1� /i G
House No. Street - Hamlet
Owner or Owners of Property: D'.V_1 o. 7GGrh 0
Suffolk County Tax Map No 1000, Section �� L�.. Block Lot 1 0-. 02
Subdivision l Filed Map. Lot:
Permit No. to `� Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: v (check one)
Fee Submitted: $
pplic ature
Nassau Suffolk Electrical Inspections, Inc.
5A Canal Street • Center Moriches,New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764
Application: 6658 Date: 8/25/05
Issued to: Sarnowski
Address: 910 Vanston Rd
Village: Cutchogue By: Laurel Lighting Inc. License#:4715-ME
was examined and approved up to the above date and was in compliance with the NEC
Attic 1 st Floor 0 Residential❑x Pool Det Garage
Baser-et 2nd floor❑x Cor merdal Hat Tub Addition[g]
Switches Receptacles Fixtures G.F.I. Range Hood Smoke
Detectors
9 11 10 1
Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon
Range/Amps Monoxide
1-Paddle fan
Furnace Oil Gas Heat Zones Whirlpool Bell
Transformers
Meter Amps Phase Motors
1 200A UG 1
Other Equipment:
Garage & 2nd FI Addition
Out,Res
This certificate must not be altered
in any manner
Permit#: 30748-z
QF SOP..
Town Hall Annex h0 l0 Telephone( 31)765480.2
54375 Main Road Fax(63 I)7+5 -95D2
P.O.Box 1179
Cis- • .Q
Southold,New York 11971-0959
oulm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:
Building Permit No. 3 6'03
Owner: SGi/A ow S A 1
(Please print)
Plumber: 80tA5 y6
(Please.print)
I certify that the solder used in the water supply system contains less.fhan 2/10 of 1%0.
lead.
(Plumbers Signature)
Sworn to before me this `
day of jant 20 _
Notary Public, County'
BERNADETTE L.TAMI
NOTARY PUBLIC#4844893
statq of New York
Rwcirling to SuffolkCUUfif;
$0�/ 1
o�yON%
OF SOUTHOLD BUILDIN DEP .
) 765-1802
'��4INSPECTION
�vY
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING KFINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:-
DATE . INSPECTOR
SO(/r��lo
3 4 94�
coutom,�
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
REMARKS:
Alo,
DATE INSPECTOR J/� +
OF SOUTyOIo
3 �xq-6
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING / FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
--r
DATE , I INSPECTOR
Boulevard Planning East, PC.
Architects• Engineers • Construction Management Internet: www.blvdplan.com
32645 Main Road
Cutchogue,N.Y. 11935
PHONE: 631.734.2011
August 22, 2005
Southold Building Department
Town Hall
53095 Main Road
Southold,N.Y. 11971 - 0959 �' y 14 ce-& 4
Re: Sarnowski Residence,Permit#30748 ,910 Vanston Road, Cutchogue,N.Y.
To Whom It May Concern,
I hereby certify to the Department of Buildings of the Town of Southold that I have inspected the
above locations; I have supervised the preparation of the building plans as per State Education Laws;
and I have determined to the best of my professional knowledge and belief that the structural elements
are safe and that the foundations, framing, windows,roofing, siding,high wind strapping, and rough
plumbing were installed in conformity, with the filed building plans,the New York Residential
Building Code, and generally approved construction practices.
If you have any further questions,please feel free to call me at any time.
Red
4hn S; r '
el
3
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST) y
-------------------------------------
FOUNDATION(2ND) r"
O
ROUGH FRAMING&
PLUMBING
F
INSULATION PER N.Y. - y
STATE ENERGY CODE
i
—,o
FINAL .
(C ,
ADDITIONAL COMMENTS
c
�O
Z
�m
V
x
. b
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 L� // 4 sets of Building Plans
TEL: (631) 765-1802 09 Planning Board approval
FAX: (631) 765-9502 r Survey
www. northfork.net/Southold/ PERMIT NO. � Check
Septic Form
N.Y.S.D.E.C.
� Trustees
Examined !4 "l ,20 "l Contact:
Approved 1 ,20 Mail to:
Disapproved a/c
Phone:7.3 y�
Expiration ,20 R
^;C din pector/
28 2004 APPLICATION FOR BUILDING PERMIT
Date OG-� , 20P
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 Inspectorwill issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the`wbAk;1.
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, fo'r 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. op
( ignature of applicant or name,if a corporation)
ration
3,605- IIAra A , C k es e t
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises 010PI 161
l 5A rn D w S rl j
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed w ork wil�e done:
A• U G
House Number Street Hamlet
County Tax Map No. 1000 Section 1 0 4 Block /2 Lot Q ,
Subdivision Filed Map No. Lot
(Name)
2. .State existing use and occupancy of premises and intended use and occupancy of proposed construction:n
a. Existing use and occupancy I`eS 1AP(eld e -C
b. Intended use and occupancy ��GS`T�,-�h C
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost r1 d a, 0 0 d Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units /111,4 Number of dwelling units on each floor
If garage, number of cars A /ZA
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. All
7. Dimensions of existing'structures, if any: Front Rear 4 Depth 28
Height / 20 Number of Stories Z a
Dimensions of same structure with alterations or additions: Front Jr✓ / "Rear S
Depth 3 Q- ..Height 'l 2 0 Number of Stories 2
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front L(2 3 , 32 Rear, � ��. 0 7 Depth 2 6Fi
10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated r `7,�{{
0
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—AX-
13. Will lot be re-graded? YES NO_Will excess fill be removed from premises? YES NO X
14. Names of Owner of premises 0 Saroows Address Phone No.
Name of Architect ✓A Pig n - Address Phone No 7 34 -7 0) /
Name of Contractor RIVA )a 1:Z' s Address Phone No. 7 3 4-z rJ H
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO�
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF )
J ,
d te4r G CN il {r being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(Contractor, gent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or I�L ve 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.
Sw=tQ before me thi
.iUHN E.STCMPF
Public N` iw M �, 2e or NdW`V k
No.A1356996 Signat scant
ouaaified in Nassau Caul
Term Expirn!7 Aim,23, i9�
i
fif,.spuryo
,moo �o
Town Hall,53095 Main Road Fax(631)765-9502
P.O. Box 1179 G • Telephone(631)765-1802
Southold,New York 11971-0959
�yOOUNT`(,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
April 4th, 2007
Daniel P. Sarnowski
910 Vanston Road
Cutchogue, N.Y. 11935
RE: 910 Vanston Rd. (addition/alteration)
SCTM: 104 12 10 2
Dear Mr. Sarnowski,
Please be advised that your Building Permit#30748 issued November 4th, 2004 has
expired. According to the Code of the Town of Southold, a Certificate of Occupancy
must be issued prior to use of the structure.
To renew your Building Permit,please submit a fee of 211.20 at that time we can
schedule an inspection by one of our Building Inspector's.
If you have any questions,please call us at 631-765-1802.
Respectfully,
SOUTHOLD TOWN BUILDING DEPT.
o��pF SOUryo
h l0
Town Hall,53095 Main Road Fax(631)765-9502
P.O.Box 1179 G • Telephone(631)765-1802
Southold,New York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
2ND NOTICE
May 22nd, 2008
Daniel Sarnowski
P.O. Box 919
Cutchogue, N.Y. 11935
RE: 910 Vanston Rd. (Additions/Alterations)
SCTM # 104.-12-10.2
Dear Mr.Sarnowski,
Please be advised that your Building Permit # 30748 issued November 4t", 2004
has expired. According to the Code of the Town of Southold, a Certificate of
Occupancy must be issued prior to use of the structure.
To renew your Building Permit, please submit a fee of $211.20; at that time we can
schedule an inspection by one of our Building Inspector's.
If you have any questions, please call us at 631-765-1802.
Respectfully,
SOUTHOLD TOWN BUILDING DEPT.
v
pF SOUry�
Town Hall Annex l�jL Telephone(631)765-1802
54375 Main Road '� Fax(631)765-9502
P.O.Box 1179
Southold,New York 11971-0959
y�OUNTI,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
FINAL NOTICE
October loth, 2008
Daniel Sarnowski
P.O. Box 919
Cutchogue, N.Y. 11935
RE: 910 Vanston Rd. (Additions/Alterations)
SCTM # 104. -12-10.2
Dear Mr. Sarnowski,
Please be advised that your Building Permit # 30748 issued November 4t", 2004
has expired. According to the Code of the Town of Southold, a Certificate of
Occupancy must be issued prior to use of the structure.
To renew your Building Permit please submit a fee of $211.20; at that time we can
schedule an inspection by one of our Building Inspector's.
If you have any questions please call us at 631-765-1802
Respectfully,
Southold Town Building Dept.
CC: LEGAL DEPT.
SOUryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
yCOUNT`I,�c�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
FIRST NOTICE
December 151h, 2010
Daniel P. Sarnowski
P.O. Box 919
Cutchogue, N.Y. 11935
RE: 910 Vanston Rd. (ADDITION/ALTERATIONS)
SCTM: #1000-104.-12-10.2
To Whom It May Concern:
Please be advised that your Building Permit # 34246 issued October 21st, 2008
has expired. According to the Code of the Town of Southold, a Certificate of
Occupancy must be issued before use of the structure.
To renew your Building Permit, please submit a fee of $211.20; at that time, we can
schedule an inspection by one of our Building Inspectors.
If you have any questions, please call us at 765-1802.
Respectfully,
SOUTHOLD TOWN BUILDING DEPT.
gUEO ,f�,, Southold Town Building Department
54375 Main Road Permit#: 34246
Southold,New York 11971 Permit Date: 10/21/2008
(631) 765-1802
1 ,y Expiration Date: 4/21/2010
Parcel ID: 104:12-10.2
BUILDING PERMIT RENEWAL LETTER
FINAL NOTICE
Dated: 3/2/2011
Applicant: DANIEL P SARNOWSKI
Location: 910 VANSTON RD CUTCHOGUE,n.y. 11935
Work Description: RESIDENTIAL ADDITION
ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS
APPLIED FOR.
A FEE OF $211.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT, THANK YOU.
Owner: DANIEL PAUL SARNOWSKI
Address: P.O. BOX 919
CUTCHOGUE,N.Y. 11935
The permit listed above has expired. Please contact our office as soon as possible to begin the renewal
process. All work on the project must stop on the expiration date.
7007 0710 0003 2873_069
C;0
THANK YOU,
l
SOUTHOLD TOWN BUILDING DEPT.
.. r i I ,.
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SINGLE FAMILY DWELLING ONLY SUFFOLK 20.HEALTH DEPT.APPROVAL
SUPF07R COUNTY HEALTH DEPARTHEN' H.S. NO. 85'S 0-,24
JUN 4 1986R.D. 85Sd�/o?'f ctl
star \� /'4�`: I /` :i J i r''• -�:'c`'r - N
xhe savage iis�osai and r supply
faoilities for this 20catiot;ags,e been �'.•-:4;;"-_ t- J! C`
inspected by this depart a- and found
-
to be sat\actor7-, 0., us�*J ►•E• _ r'•` ; i J ► , STATEMENT OF INTENT
� i,
Chiefrof Geriaral EngiaeeriaY '�. ' '_ _ ` THE WATER SUPPLY AND SEWAGE DISPOSAL
$avvioesti�• SYSTEMS FOR THIS RESIDENCE WILL
CONFORM TO THE STANDARDS OF THE
\ N�2` — SUFFOLK CO. DEPT. OF HEALTH SERVICES.
Y' ��yy'*er d. I APPLICANT
SUFFOLK COUNTY DEPT- OF HEALTH
JUA 2 1986 SERVICES - FOR APPROVAL OF
i� CONSTRUCTION ONLY
f`
1 �\ SC DEPT.OF DATE-
! fjMTH KRVICES H.S.REF.NO.
i• APPROVED:
1 SUFFOLK CO.TAX MAP DESIGNATION:
PG 0, / DIST. SECT BLOCK PCL.
C You[
.99
OWNERS ADDRESS:
EAST
`200 539-6:13
7 i 1 1 V� --•— .��. DEED:L.-826 P.cr--:-::2E5 r
r j ,Lq a - - -- TEST HOLE STAMP
/• rITLE � T17ar
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--— --- --- - - - LICENSED LAND SURV ORS
GREENPORT NEW YORK
r[LWYM rosT ' tutan
*pF SO!/Tyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road cn Fax(631)765-9502
P.O.Box 1179 G Q
Southold,New York 11971-0959 'O
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
June 22, 2011
Robert Lehnert
32645 Main Road
Cutchogue, NY 11935
RE: Sarnowski, 910 Vanston Road, Cutchogue
TWO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of 50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 411/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval.
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT : 36462-Z additions/alterations to dwelling
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.6 Release 1
Data filename: Q:\JES WORKVES-WORK 2004\0413 -Sarnowski Residence\0413 -Energy.rck
PROJECT TITLE: Sarnowski Residence
COUNTY: Suffolk
STATE:New York
HDD: 5750
CONSTRUCTION TYPE: Detached 1 or 2 Family
HEATING TYPE:Non-Electric
WINDOW/WALL RATIO: 0.05
DATE: 11/03/04
DATE OF PLANS: 10-27-04
PROJECT DESCRIPTION:
Additions&Alterations to the Sarnowski Residence
Vanston Road
Cutchogue,N.Y. 11935
DESIGNER/CONTRACTOR-
Boulevard Planning East P.C.
32645 Main Road
Cutchogue,N.Y. 11935
COMPLIANCE: Passes
Maximum UA=201
Your Home UA= 181
10.0% Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R- alue R-Value U-Factor UA
Ceiling 1: Flat Ceiling or Scissor Truss 508 0.0 21.0 22
Ceiling 2:Cathedral Ceiling(no attic) 508 0.0 21.0 22
Wall 1: Wood Frame, 16"o.c. 508 0.0 19.0 41
Window 1: Wood Frame:Double Pane with Low-E 20 0.130 3
Wall 2: Wood Frame, 16" o.c. 508 0.0 19.0 39
Window 2: Wood Frame:Double Pane with Low-E 35 0.130 5
Crawl 1: Solid Concrete or Masonry 508 13.0 0.0 49
Wall height:4.0'
Depth below grade:3.0'
Insulation depth: 3.0'
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,
specifications,and other calculations submitted.)Qh the permit application. The proposed building has been designed to
meet the 2003 IECC requirements i ; c er-io, 3.6 ase I (formerly MECchec/ and to comply with the
mandatory requirements listed in�tb6RES�c�`iec�In f C c list.
7 V`s
�, II !�
,�: � a � I
Builder/Designer UU Date T _ {� n.
G OF w
1
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoflware Version 3.6 Release 1
DATE: 11/03/04
PROJECT TITLE: Sarnowski Residence
Bldg.
Dept.
Use
I
Ceilings:
[ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-21.0 continuous insulation
Comments:
[ ] I 2. Ceiling 2: Cathedral Ceiling(no attic), R-21.0 continuous insulation
Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 continuous insulation
Comments:
[ ] 2. Wall 2: Wood Frame, 16"o.c.,R-19.0 continuous insulation
Comments:
I
Windows:
[ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.130
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
[ ] I 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor:0.130
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
I
Crawl Space Walls:
[ ] I 1. Crawl 1: Solid Concrete or Masonry,4.0'ht/3.0'bg/3.0'insul,
R-13.0 cavity insulation
Comments:
Applies to walls of unventilated crawl spaces.
I
Air Leakage:
[ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials. If non-IC rated,the'fixture must be installed with a
3"clearance from insulation.
I
Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
I
Materials Identification:
[ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] I Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
I equipment must be provided.
[ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
I
Duct Insulation:
[ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4.
[ ] Supply ducts in unconditioned spaces must be insulated to R-8.
[ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-
[ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2..
Insulation is not required on return ducts in basements.
I
Duct Construction:
[ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives),
I mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181 A or UL 181 B.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
I operating at less than 2 in.w.g.(500 Pa).
[ ] The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
I temperature set point of the largest zone.
I
Electric Systems:
[ ] I Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
I provisions of the Building Code of New York State ,the Residential Code of New York State or
the New York City Building Code,as applicable.
I
Service Water Heating:
[ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
I water heater has an integral heat trap or is part of a circulating system.
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
Circulating Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
I of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
Heating and Cooling Piping Insulation:
[ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the
I levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating_Runouts Circulating Mains and Runouts
Temperature(Fl Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches bLPipe Sizes
Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
ce
Al ' "N117RUCTION SHALL
NTS OF TH: ADDITIONS '
MEE71
CODES OF NEW YORK E.
& ALLTERATIONS
k TO THE
Fl.OOD ZONE
0A, 40
CcAli PLY WITH CHAPTER "46"
FLOOD DAMAGE PREVENTION SARNOWSK-1
SOUTHOLD TOWNPODE.
IL9 MESIDENCE
UNDERWRITERS CERTIFICATE
7"
REQUIRED VANSTON ROAD
CUTCHOGUE, N.Y.
10. 01
PLUMBER CERTIFICATION
511DE YARD ON LEAD CONTENT BEFORE
5ET[3ACI<�,
TE OF OCCUPANCY
SOLDER USED IN KiA TER S.C.T.M. '# 1000-04-12-P/0 10
SUPPLY SYSTEM CANNOT
EXCEED 2110 OF I%LEAD.
10. 01
SIDE YARD REVISIONS DATE;
5E-TE3ACI<,
Yi
PLUMBING
ALL PLUMBING WASTE rA EDA-S NOTED
&WATER LINES NEED
TESTING BEFORE COVERING DATED B.P.#
F BY:
NOtj�Wll DING- DE MENT AT
OF 765-1802 8 AM TO 4 PM FOR THE
FC-fjONS
NAILING &CONN- FOLLOWING INSPECTIONS:
�o. // �� REQUIFtED. 1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
0�G� /1 2. ROUGH - FRAMING & PLUMBING
0 3. INSULATION
6�\t �o / ----PPOP05[-D 4. FINAL - CONSTRUCTION MUST
41
P I , k
2-5TORY M WATER RUXIOFf BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
RETAIN STORM
ADDITION 4 45-1 OC
PURSUANT TO SECTIO'
REQUIREMENTS OF THE CODES OF NEW
OF THE TOWN CODE. PORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
FRONT DO NOT PROCEED WITH
PORCH
FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION COMPLY
HAS BEEN APPROVED. ,WITH ALL CODES 011-
NEW YORK STATE & TOWN CODES
V
AS REQUIRED AND CONDITIONS OF
SOUTHOLD TOV.W ZBA
SOUTHOLD TOWN PLANNING BOARD
SOUTHOLD TO Mi, TRUSTEES
N.Y.S.DEC
;k\ OCCUPANCY OR
-7 USE IS UNLAWFUL
WITHOUT CERTIFICATE '
OF OCCUPANCY
B O ULEVIiRD
PUNNING EAST, P.C.
Fi
ARCHITECTS ENGINEERS
32645 MAIN ROAD
CUTCHOGUE, N.Y. 11935
Telephone 'Fax
631-734-2:011 631-734-2276
Internet: w-A-w.blvdplan.com
PLOT PLAN TUSE PIANS AND SPECIFCATIONS ARE INSTRU*NfFNTS OF SERVICE
AND ARE THE PPOPFIRTY Or BOULEVARD PIANNING EAST P.C.
SCALE 1" 20'-0' INFRINGEMENTS WILL BE PROSECUTED.
DATE: 10-27-04
I. SI
TE AND ZONING DATA
DR. BY: R W 1
ZONING REQUIREMENT5 R-40 EXISTING CONDITION5 PROP0511)CON5TRUCTION
A5 PEP, 100-244
LOT AFEA MIN. 40,000 S.F. 25,JOG S.P. 25,1 OC,5.f. SCALE: AS NOTED
FRONT YARD SETBACr, 35.0 FT 87.0 FT 81.0 FT
REAR YARD SETBACK 35.0 fi 108.8 FT 102.5 F1
-T5Ar CHKD: J.S.
SIDE YARD SE: 10.0 FT 28.0 FT 20.0 FT
TOTAL 0 BOTH SIDES 25.0 FT 65.0 FT 45.0 FT
MAX. GRO55 FLOOR AREA 207) - 11 12 S.F. 4. 4% 1 85G S.F. 7. 57)
MAXIMUM HEIGHT 35.0' FT 25.0' FT 2(5.0' fT
THERE ARE NO GRADE CHANGES, EXCAVATION,FILLING, AND/OR CLEARING DONE TO THIS PROPERTY
PROJECT NUT,.�IBER SIIEET NUMBER
TAT
PR E
7
# ;r P�M aEN T AT
,EIN
0 z.
ADDITIONS
15'-0" & ALLTERATIONS,
4"x4"CCA UX>M POST
MECHANICALLY FASTENT:0
TO MTL.CONtC-CTOR TO THE
5!mrson ftrome-Tle CMA66 SARNOWSKI
------------------------------------------------------- ---------
rl------------------------------------------------------------------------------- 'r------------------ . 01 . , RESIDENCE
I
FOOTING
------------—---------------------------------------------------------------------------------------------------------1 --j -------------- C4:)NCFwzTE FOOTI
EXISTING CELLAR,WINDOW TO
VANSTON ROAD
i BE REMOVE:[) t OPENING USED NEW CRAWL
FOR CRAWL SPACE ACCESS
CUTCHOGUE, N.Y.
k1
(7)
EXISTING CELLAR FW RYWAY
TO BE REMOVED S.C.T.M. # 1000-04-12-P/0 10
0 BLOCKED W1 CONC. BLOCK 1 1d 1
rl----------------------- ------------------- EXISTING CELLAR--------- EX15TING CELLAR I I ENTRANCE STEPS TO BE DEMOL15d[D
REVISIONS DATE;
REMOVED
DECK COLUMN DETAIL
I _J_----- SCALE = N.T.S.
4
PIN EXISTING FOUND. TO NEW W1
#5 REDAR @ )G'O.C. VERT.
r----7-1 r-------i r-------- r------ J GROUT SOLID W/EPDXY GROUT
MT.-ALL LOCATIONS)
0
-—--—--— • —
' ------1- -------i L------- L-------J L------- METAL,
co
f LA5HING
GARAGE SLAB 2 2x8 CCA
GIRDER
r
EX15TING CELLAR WINDOW
TO BE REMOVED 4
Ln
BLOCKED W1 CONC. BLOCK U-1
L--------------------------------------------------------------------------------------------- ------ ------ ----------- ---------------------------------------------------
GALVANIZED '
2x 10 CCA LEDGER BOLTED TO FOUNDATION - t�OLT5 TO BE STAGGERED
THROUGH
BOLTS
<
u p u 4 x4" CCA
u �D (i I .
(13 Q0 -_ I . I . DROP FOUNDATION WALL FOR P05T MECH.
X X @) I I -
GARAGE DOOR OPENING
FASTENED TO
GIR _P r ---------
(2,!)Px 10 CCA "Dr (2)2x 10 CCA GIRDER (2)Px 10 CCA GIRDER. ----- -F--- -----
- — - — - - P.C. FOOTING
P-0" D[A. x 3'-0' ---------- ----------------- -------7'
DEPTH P.C. FOOTINGS
(TYP. Or ALL)
DECK GIRDER DETAIL
je 101-0" 1 G'-O* 6-4 3'-7-
AV MASONRY OPENING SCALE- = N.T.5.
G P-O'
FOUNDATION PLAN
SCALE 1'-0'
BOULEVAIRD
P 11 - NNIwG EAST, P.C.
LIN
' ARCHITECTS ENGINEERS
NEW 112" PLYWOOD 5HEATHING
32645 MAIN ROAD
TP(2) 2x6 .4.0 PRE55URE TD. WD. SILL CUTCllOGUE, N.Y. 11935
PLATE ANCHORED TO CONC. f NDN.
WALL W1 1/2" DIA. A.B. Q 8'-0" O.C. MIN Telephone Fax
12" EMBEDMENT (NOT MORE THAN 1211 631-734-2276
EA. WAY FROM CORNERS)
TERMITE SHIELD 4" CONC. 5LA13 W1 Internet: www.blvdplan.com
GXGX 10/10 W.W.M. OVER
SILL SEALER G MIL. POLYETHYLENE
VAPOR BARRIER
THESE PLANS AND SPrCIPCATIONS ARE INSTRUMENTS OF SERVICE
AND ARE THE PROPERTY OF BOULYVARD PLANNING EAST P.C.
0' WELL COMP. GRAVEL INFRINGEMENTS W111, HE PROSECUTED.
fIN15HED fLR, FILL
4 ED
A - DATE: ' 10-27-04.
DR. DY: R Vv' L
I I --I I FI I 1:�—j I F
'c
F�=I I 1=1 I I I t
SCALE: AS NOTED
T_ CIII(l): J.S.
J,1-1
51, P.I.P. CONC. fNDN. WALL OVER
.8"DEPTH x P-4" CONT. CONC. fTG.
PROJECT NU IDER SHEET NUMBER
rl GARAGE FOUNDATION DETAIL
SCALE I'-0-
I t
__---'-_---._-� ----- -__`---'-`----�---~----- '' ----'�----_------ ''------' --------'---_---�'--------~�'----~--~^�-~-----r-~----_�'-''`----~- -------
ADDITIONS
CEDAR PERFECTION SHINGLES
& ALLTERATIONS
TO THE
15
SARNOWSKI
RESIDE
VANSTON ROAD
CUTCHOGUE, N.Y.
MICRO-LAM HDR.
Cj REVISIONS DATE;
CEDAR PERFECTION SHINGLE DETAIL
EX15TING KITCHEN
Ji
PATCH ALL WALL5,
AT DEMOL15hED WALL
TIM[5 THEIR
DOUBLE CEILING LENGTH
J015T5 WHERE WALL
Is REMOVE[)
FOUNDATION 0
�
�
�
�
�
`
�
'
`
�
�
�
�
�
'
�
� .
� 1/16
'
EX15TING LIVING ROOM
Lo
-1 NEW DOOR LU
,
'
'
`
`
�
�
�
\/
/ PROP05EGARAGE
` ONE 5d NAIL EACH
30 UP
BATHROOM
51DE AT BEARING
�
�
'
,
� 4 �
�
,
.� �
� 026
,
2.
13/4 minimum
� `
. .
'
`
^
�
^
�
4x4 WOOD COLUMN TO DE
TO AVOID SPLITTING FLANGE,.START NAILS AT LEAST 1 1/2" f ROM
END. NAILS MAY NEED TO BE DRIVEN AT AN ANGLE TO PREVENT ,
Z5TEP5 'TO GRADE SPLITTING Of BEARING PLATE.
BOULEVARD
;r PLtNNING EAST, P.C.
`
� 43 ARCHITECTS32645 MAIN ROAD
�
`
`
� �
�
}' WOOD I DEAMRIM J015T Internet: www.blvdplan.com
� �
^
WALL TO BE REMAIN
AND ARE THE PROPERTY OF BOULEVARD PLANNING EAST P.C.
�
INFRINGEMENTS WILL BE PROSECUTED.
10-27-04
joist bearing epED Ap DATE:
"ALL HADITA13LE ROOM5 MEET OR EXCEED ALL LIGHT, E
OT / 'EXTIERJOR DOOR 'SCHEDULEE 5 R Y5 11 1
VENTILATION AND UGRE55 REQUIRE MENT FO N at wall 8d nails 6"O.C.
One nail at top 0en used for shear V�3
'AS NOTED
`
�
�
`
'
`
`
`
bottom �
�. . nail to bearing
8d (GPI 15, 25 joists) plate with some nailing
`
� SEN WHITE
16d (GPI 35 joists) g.) `
�
. LA55 PANELS
�
"EUCALYPTUS" ART GLA55 PANELS
'
�
�
�
67
7UIP
�
PROJECT NUMBER SHEET NUMBER
. '
`
Oz. I
r
'
`
'
!
/ . . . .
7
4" V.T.K.
ROOF ADDITIONS
59'-0"
& ALLTERATIONS
-0'25'
AND TO THE
WOOD FAILING TO WITI-15TAND WOOD RAILING TO WITH5T 11 112.V 4>-2"V 4-1 112"V �_I 112'.V
50# HORIZONTAL LOAD 50# HORIZONTAL LOAD I LAVJ I I I 1 I I
I TUB.
10 15HOW'ER SARNOWSKI
BALCONY
1'2* - FIN. 2ND fLR.
E-xl5T'& BAL00W 6-5- 6'-7- 41 L5 2• -RESIDENCE
—EX15TING PARTITION
WALL TO BE REMOVED th
} -- -41 - _ -0 ; i VANSTON ROAD ' ,
(,3)124"X 9�" M'CPIO-LAM MDR Z-0 CUTCHOGUE, N.Y.
FIN. 15T fLR-
TO EX15TING
5EPTIC 5Y5TEM I
EX157GJBEDROOM EX15T'G.DF_DP1oo1VI 5'-O"
131-FOLD F.A.I.
L)
DOOR
_j
CELLAR
0 1 -
C.O. C.O.UJ z C.O. S.C.T.M. 1000-04-12-P/0 -10
12'-10" 12'-2'
REVISIONS DATE;
""Ic
1,1'x 14"STRUCTURAL RIDGE -VEUMB. INCT C`E
N.T.S. •
IF
7
PROPOSED STUDY
Nail through 2x 10 D.J., wood backer and TJ10
C; joi5t web with 2 rOW5 I Od (3) common naI15 at
1/2 HALL t4fPL\MRE1)SMOKE0
-------- ------- Q) Q) G on-center, clinched. Use I Gd QY2") nail5 with
-1 r------S----
TJ16 joi5t flange width5.
3Y2
blockln�
HARD WIPED
5MOKf DETECTOR panel
G 13--A-7-H.'EX15T' RbQM 5'-0'
gy
HALF WALL 131-fOLD
DOOR
\C,
7
ZIN5TALL NEW SKYLIGHT TO Wood
MATCH EXISTING
backer e,�
ROOF BELOW
CANTILEVERED DECK JOIST DETAIL
SCALE - N.T.S.
I 314"x 14' MICRO-LAM
SECOND FLOOR PLAN
5TPUCTURAL RIDGE
SCALE 1,-(y
TYPICAL ROOF CONSTRUCTION
235#A5PHALT ROOF 5�11NGI[5 OVER 15#
2XG COLLAR TIE5 I G'O.C.
-FELT ON 112*PLYWOOD ROOF 5HEATHING
ROOF
- ------ OVER 2X 10 ROOF RAFTERS I G'O.C. BOULEVARD '
------- WALL TO BE REMOVED
WALL TO BE REMAIN PUNNING E ASS Pec*
:77 NEW WALL CONSTRUCTION
ARCHITECTS ENGINEERS
—-—-—-—-—-—- --—-—-
32645 MAIN ROAD
CUTCIIOGUE, N.Y. 11935
4
(3) Iz X I
MICRO-LAMA HDR. PROPOSED STUDY Telephone Fax
o WOOD FAILING TO
631-734-201 1 631-734-2276
WITH5TAND 50# HOR.
LOAD
"ALL HADITA13LE ROOMS MEET OF, EXCEED ALL LIGHT,
T11,TD 07 EXTERIOR DOOR SCHEDULE , ;r S,
VENTILATION AND EGRE55 REQUIREMENTS FOP, NY5.
Internet: www.blvdplan.com
WINDOW NO. OF D15CKIFTIO)N ROUGH OPENING kNLIFACTURER COLOP, NOTES
DE51GNATI0111,1 WINDOWS Cf)
FIN. 2nd FLR.
4--02-Y' x 4'-02-'11 ANDERSEN WHITE
A 2 C24 ELEV. + 1'-0" AN ARE TUR PROPYRTY OF BOULEVARD PLANNING EAST P.C.
INFRINGEW'NTS WILL BE PROSECUTED.
TYPICAL FLOOR CONSTRUCTION
13 2 G245 4'-02-" 41-53 11 ANDERSEN WHITE EUCALYPTUS" ART GLASS PANELS
FLOOR FIIJ15H A5 SELEC1 ED 13Y OWNER
L-5" TYPE","X" OVER 3/4"T 4 G PLYWOOD 5UBFLOOR
15 GYP. BD. 5CRIWID 4 GLUED TO TJI WOOD 1-BEAM eV�ED e,,q -
fWGG0G8 G X ANDERSEN WHITE FINISH 0N ALL WALLS FLOOF J015T5 AT I G'O.C. (TYP.) DATE: 10-27 '04
GARAGE
CEILINGE5 OW.)
D I X GI-61 ANDERSEN WHITE "EUCALYPTUS" ART GLASS PANELS
fWH31G8AL 3 -TYP. WALL CONSTRUCTION DR. BY: R IV L
112" PL)AYOOD 5HEATHING W/FELT PAPER UNDERLAYMENT
Z-0 x 41-0 -L11 ANDERSEN , ' WHITE 2xG 5TUD5 @ 10 O.C. W1 MIN. K-13 BATT IN5UL.
C 1 4 5 2 5/45'TYPE*r GYP. 13D. FIN. SCALE: AS NOTED
f FIN, Ift FLR.
-------------------- --------
CHKD: J.S.
F
4l_
SLAB CONSTRUCTION , FOUNDATION WALL CONSTRUCTION
-INF 'FTL WALL ON
.4' POUFf D CONC. SLAB RE 8'POLIFID CONCK
W/GXG 10-10 W.W.F. OVER 6'M!L. 87 1 G."CONTiNUOU5 POURED CONCPETE
PC)1_yE:TmyirNE VAPOR BARRIER FOOTING REINf. W/(2)#5 REDAR CONT.
ON WELL COMPACTED POUROU5 FILL PLACED ON UNDISTURBED SOIL
PROJECT NUM13ER SHEET NUMBER
BUILDING SECTION
0A I t
SCALE 1'-0" L
T2�4
4'M
._.-.... _ ._..__"_-'^ ,_ � ----^_.- _..._ ....,-_.-. _.-,....,- __.._. _... .-.,.........,....--"_,.,.,....-......�,......--¢.-.-.�.,�,,,,,,,,..,,,��;,,,,..,-.-,�..-.�.-.-.*�-�.�.----..,..._ _- z,n--,q,,,i�,...,_..,�. ...,.�.--•.•..;.,.+..,.-_-"--. ,. ._ �,....+r-..,.-�..�......,,�.-+-.-.,•..�-.�..---- ,�..-..--�-..,-. ,.......,.r, -_ ,.-a __ s *r .r,...�..-...._ .. .....,,..,-..r.- .�-,,.._..r- .�-,, .-_......�.. ,..-... ......... r.�--.. e � ,-._,...,,.,-.-�.:-- .w+.,s.-e... y- •T-,........+-r�+..r-.,.e. -..--...--.-�..m�.---••- -,- ..,.,.-.r..•--,..:-.-•....+r+.�.-,.-.-�.-w.�+-�..,.,.�....q.,._,,.,.�..,....-,.,.,--,+•--'-..�.-.,..-.��......-....•-,..�;..--®.,..�.. _.._..
�,,.._,.-.-...._,..,.,m .--. . __• .� , �'--�,'.R.--.,.�,.t«.-..,.....-.. � ,�.._. ._ �-�,-.,.-. ,_.�.. .• „-_.».. ,-,..- .-.,.-...., _.,..T.,.....,..-._ -,,.,.,�,.,.�.,..,,...,,..._..._. tea-. .-.....r �.
ADDITIONS
�— ------ ICE WATER 5HIELD TO 13E ALLTERATIONS
24" FROM EDGE OF ROOF
MET.. D1`'.IP . 2„ TOP LAP
EDGE APP'D, . 4" TOP LAP TO THE
- - OVER FELT UNDERtAYMENT 15 LB .
ALONG RAKE _ A5PHALT FELT
- - SARNO SKI
FIN. cLc, - - - - - - - - - - - - - - - - - a� WOOD
ELEV. + I'f'_2" :r DECK RESIDENCE
t• 5 5/8„ (VARIES)
} VANSTON ROAD
ETAL
NAIL- ,` <.: DRIP CUTCH OGUE, N.Y.IN
..-
�= 9" STARTER STRIP
OR COURSE OF
``" 5HINGLE5 INVERTED
T FIN. 2nd FLR._ - - - - - - - - - - - - - - - - - - - - - - —
ELEV. + Q'-0" j \
; � START FIRST COURSE
WITH FULL 5TRIP S.C.T.I . # IUOO-O4-12-P/O 10
- ,"-" � - START THIRD COURSE STAF�,T SECbND
t.{ I11 WITH FULL STRIP COURSE WITH FULL
If III I
E K MINUS FIRST TAB STRIP MINUS 112 TAB REVISIONS DATE;
NEW CEDAR PERFECTION 51DING 4
If TI&Tyh CORNER13OARD5 TO MATCH EX15TING
NOTE:
If I III
ALL ROOF SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE.
FASTENERS SHALL ICE MIN. 12 GAUGE SHANK GALVANIZED NAILS W/MIN. 3/8"DIA.HEAD
- —�,: o, e- - ; . g _ ��--{{ TYPICAL ASPHALT ROOF SHINGLE DETAIL
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I TI1T �1. 1 T T _I �'� ,� DATE: 10-27-04
1 DR. BY: R IV L
REAR ELEVATION I i fl SCALE:
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NORTH ELEVATION
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7
GENERAL NOTES NAILING SCHEDULE Wood frame Construction Manual
1995 5DC High Wind Edition TABLE 3. 1
DITIONS '
I. CONTRACTOR 5"ALL CHECK AND VERIFY ALL CONENTION5 TO THE SITE 'ASPHALT ROOFING Joint Dc5cription T Number of NailS, 5pacl AD
PPIOF,TO STAFT_�-NIG OF WORK AND HE SHALL F,1,,M!UARIzf: H11,15ELF V,1TN
I. ASPHALT SHINGLE5 SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING.
ROOF THE INTENT OF:THESE PLAN5 AND MAKE_WORK AGREE WITH SAME.
FRAMING
2. FASTENERS FOR ASPHALT 5HINGLE5 SHALL BE GALVANIZED STEEL,STAINLESS STEEL, & ALLTERATIONS
2. CONTRACTOR OR OWNER SMALL OBTAIN A BUILDING PERMIT FROM THE OR COPPER ROOFING NAILS - MIN. 12 GAUGE SHANK WITH A MIN.3/5"DIA. HEAD. Rafter to To Plate ( Toe-nailed) 3 - 8D per rafter
TOWN Or VILLAGE PRIOR TO 51ARIING WORK. (if REQUIRED) 3. ASPHALT STRIP SHINGLES SMALL HAVE A MINIMUM OF 51X FASTENERS PER SHINGLE.
Celliti J0i5t to Top Plate (Toe-Walled) 3 - 8D , rer.joi5t TO THE
q
3. CONTRACTOR 5HAIt C75TAIN AIT_ FFOIJIFFID ARP:OVALS, PERMITS,
ELECTRICAL Ceilincl Joist to Parrallel Rafter (face-nailed) 7 - I GD each lar,
CERTIFICATES OF- OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK
PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. Ccilinq Jo15t Lap!5 over PartitionS, (face-nailed) 7 - IGD each lap
1,` CONTRACTOR SHALL DETERMINE \&(HETHER THE EY15TING ELECTRICAL
LINK# I ATTACHME OF SHEATHING
SERVICE 15 SUFFICIENT TO SERVICE THE NEW ADDITION AND SHALL TO ROOF MING Collar Tic to Rafter (face-nailed) 7 - I GD per tic SARNOWSTU
4. ALL WORK 54AI-L Co�,IFOFM To THE NEW YORK STATE UNIFORM FIRE NOTIFY THE OWNER ACCORDINGLY. ALL ELECTRICAL WORK SHAH BE BOARD
PREVENTION AMID BUILDING CODE A'1D ALL RULES AND PECULATION5 Of THE Of FIRE UNDERWRITER APPROVED. IN51ALL A5 PEP,OWNER'S DIRECTION LINK# 2 - C )NNECTION Of RAFTER 13lockinq to Rafter (Toe-nailed) 2 - 8D each end
TOWN Of 5OUTIHOLD. ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN 4 THIF TOP OF WALL Rim Board to Rafter (End-nailed) 2 - IGD each end RESIDENCE
-ION A CONDITION EXITS WHICH WALL5 PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE
5. if IN THE COURSE OF CONSTRUCT CONTROL WIRING SMALL RUN CONCEALED IN WALLS, FLOORS, ANDj1OR LINK# 3 -CON _CTION Of TOP WALL FRAM ING
L
D15AGPEC5 WiTt-11 THAT A5 INDICATED ON THESE,PLANS,THE CONTRACTOR CEILINGS. VERIFY OUTLET,SWITCH AND LIGHTING LOCATIONS WITH -———————————— —————
SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO OWNER PRIOR TO INSTALLATION. TO STUD
TOP Of PLATE TO Plate to TO Plate (face-nailed) 2 - I GD '
FOLLOW TH15 PROCEDURE, AND CONTINUE WITH THE WORK, HE SMALL rer foot
A-951JIM17 AtL rrf�roN51BILITY AND LIA51LITYAR15INGTI-117PEFROM. ELEVATION +I G-IQ" Gukl� (-1 0 To Plates at Intersections (Face-Walled) 4 - IGD joint5 - each Side VANSTON ROAD
GLAZINGsrtEATHINv to HEAD
6. DO NOT SCALE DPA\&ING5. VAP,11-TEN DIMENSIONS SUPERCEDE SCALED LINK# 5 -CONNECTION HEADER Stud to Stud (face-nailed) 2 - IGD 24" c.c.
DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOP, ON 51TE 1• . IDENTIFICATION. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH TO ADJACENT EXI 1���IOP.WALL CUTCHOGUE, N.Y.
INSPECTIONS ANID/OR 055ERVATIONS,Of THE CONSTRUCTION. PANE Or GLAZING INSTALLED IN HAZARDOUS LOCATIONS A5 DEFINED IN Header to Header (face-nailed) I GD I G" o.c. along C&?,C 5
SECTION R305.4 SHALL BE PROVIDED WITH A MANUfACTUREIRS OR INSTALLERS
Top qrj3ottom Plate to Stud (End-nailed) 2 - IGD per 2x4 Stud
7. DFAWINGS AhqD SPECIFICATIONS AS INSTRUMENTS OF SERVICE APE AND LABEL, DESIGNATING THE TYPE AND THICKNESS OF GLA55 AND THE SAFTEY GLAZING
SHALL REMAIN TIME PROPERTY OF THE ARCHITECT WHETHER Thr PROJECT STANDARD WITH WHICH IT COMPLIES,WHICH 15 V15AI31 F IN THE FINAL 3 - IGD per 2xG 5tud
I`OP WHICH I HEY ARE MADE 15 EXECUTED OR NOT, THEY ARE NOT TO BE INSTALLATION. THE LABEL SHALL 13E ACID ETC11ED,SNAD13LA5T[D,
USED ON ANY OTHER PROJECTS OR EX-11-EN51ON5 10 1 H15 PROJECT EXCEPT CERAMIC-FIRED, EMBOSSED MARr, OR SHALL BE OF A TYPE WHICH ONCE APPLIED 4 - IGD rer 2x8 Stud
BY AGREEMENT IN WRITING AND WITH Arp,porRIATE COMPENSATION TO.,THE CANNOT 13E REMOVED WITHOUT BEING DESTROYED. ECI C�N OF WALL per foot
ARCHITECT. LINK# G -CONIN Bottom Plate to floor J015t, brIlIC11015t, Endjoi5t or Plocking (Face-nailed 2 - 'I GO'
EXCEPTION: TEMPERED SPANDREL GLASS MAY 13E IDENTIFIED BY TMEMANUFACTURER
8. EXISTING CONDITIONS -INDICATED WERE FROM FIELD MEASUREMENTS TO FL T' FRAMING f LOOK f RAM ING -04-12-P/0 10
TAr\FN ON 04117/103. ALL EIIMENI �I'51ON5 APE DA5ED UPON V15LJAL /-LINK# 3-CONNECTION Or TOP
WITH REMOVABLE PAPER LABEL S.C.T.M. 1000
O[3Sf7FVATION5.. ARCHITECT MAKES NO REPRESENTATION AS TO THE FINISH SECOND FLOOR - ——————————————rTmr J015t to Sill, Top Plate or Girder (Toe-nailed) 4 - 8D r 1015t
-PUCTUP TT_T PC
51 AL INIFECF�ITY OR CODE COMPLIANCE 0,F ELEVATION +5'-10"
CONSTRUCTION NOT VISIBLE ON ABOVE DATE. F Bridoling to J015t (Toe-nailed) 2 - (5D each end
REVISIONS DATE;
FOUNDATIONS SHEATHING T HEADER Blocking to J015t (Toe-nailed) 2 - &D each end
1. GRADING AROUND NEW CONSTRUCTION SMALL SLOPE AWAY ANID BLEND UNK# 5 -CONNE010N (Iff HEADER
Blockinq to Sill or TO Plate (Toe-nailed) 3 - I GD each block
INTO EY15TING., TO ADJACDVT EXI ;TOR WALL 3 - I GD each joi5t
jcr 5thr to Beam (face-nailed)
2, FILL AND DACe"FILL MATERIAL OBTAINED FROM ON-SITE CUTTING OR, Joist on Ledger to Beam (foe Walled) 3 - 8D
• SOURCES LOCATED AWAY FROM THE CONSTRUCTION SITE.(50PPOWrD), rcr_joi5t
SHALL BE CLEAN SAND, GRAVEL, EARTH, OR.A MIXTURE or i Hc5c COIL -6TfR4f=FING AS M4NUF4CTUFEZ) Band Jo15t tO J015t (End-nailed) 3 - I GD per. oi5t
vANIC NA 11 A MAXIMUM SIZE or FOUR. RIE)GE VENT
CONTAINING NO ORC ATTER W11
INCHES. 51MT=60N 6TfRONI �S TIE'' W1 Band J015t to Sill or Top Plate (Toe-nailed) 2 - I GD per foot
V/AI
3. COMPACTED rILL UND!7R SLAB ON GRADE SMALL BE WELL GRADED 16C) NAILS - I FOOT FfROM E4CP LINK# Is. -CONNECMON 1 ROOF 5HEATHING
-E OR TO FLCOOP f VAING
SAND OR"BANIKRUN"GRAVEL FROM 511 SOURCE APPROVED 13Y SHINGLE fRIC)GE '1� -
THE ARCHITECT AND APPROVED A SUITABLE BEARING MATERIAL FOR 60E OF FIE)GE EACH 6TUE) u rn 5 8D G" cc* 12" field ,
THE: PURPOSE 01 SUPPORTING THE 5LA13 ON GRADE MINIMUM DFARING FINISH FIRST FLOOR _1_,1_INr,#7 -CONNECTIO OF JOIST 5truct I Panel
CAPACITY TO 13,['TWO TONS PEP 5Q. FT. ELEVATION +G-0" 10 FLAIL
Diagonal Bo��dosheaxh8"
GRADE4. ALL roofiNG5 SMALL BEAR ON OND15TUPBED 5011-WITH A MINIMUM SOL. I " x rl 2 - 8D Iger 5u ort
rRE55uRi or 2 TONS PEP,5Q.FT.AND SHALL HAVE A MINIMUM Of 3'-0" ASPHALT SPiNCiLE LINK# 8 -CONNECTION OfIWALL
OF COVER.. 1/2 f=)L 1- fROOF TO F(01jNDt\TION I " x 10" or wider 3 - 8D per suprort
I
5, ALL CONCRETIE SMALL BE 3500 F`51 CONCRETE @ 28 DAY-j, FELT f=4PEF\ CEILING 5HEATHING
WOOD FRAMING FTE Gyp5um Wallboard 5D coolers 7" edge/ 10" field
1. DESIGN LOADS: FIRST FLOOR-40#/5F LIVE LOAD WALL 5HEATHING
ROOF-30#/5F--LIVE LOAD
SECOND FLOOR, 30#15F LIVE LOAD Structural Panels 8D G" cdcie 12" field
Clit-IING -30#15F- LIVE LOAD,
Fiberboard Paneb
.2. DE51GN TIM!731R STRESS -DOUGLAS FIR SOUTH, NO. 2 GRADE Fn 7/1 Gil GD 3" edge G" field
8P5 P51, E 1,,200,000 P51.
BDARD 25/32" 8D 3" ed(Ic G" field
r-- ----
2"X6"ALL HEADER5 SMALL BE(2) 2"XG" @ 21X4"WALL5 4 (3) 2"xG"WAI_L5 11
2"XIS"WALL5 UNLESS NOTED OTHERWISE. L------------------ Gyp5um Wallboard 5D coolers 7 cdqc/ 10" field
Hardboard 8D G cdic / 12" field
L.L.BEAR 0,14 474"POST 274"WALLS OF, 470
4. ALL HEADERS SHAH RIDGE VENYDETAIL
P05T (9 2"XG-VA/ALL5 UNLESS NOTED OTHERWISE. Particleboard PanclS, 8D G cd!�c 1 12" field
5. ALL COMIPOM E5 SHALL BE ANCHORED AND CONTINUOUSLY CRITICAL LOAD PATH D1ajonal Board 5hcathirI3
CONNECTED FROM THE FOUNDATION TO THE ROOF TO PPEVE14T N.T.6 I x G" or I " x 8" 2 - 8D per 5upport
COLLAP5E OF' P_ERMAF,'[Nl LAI EPAIL MOVEMENT UNDER WIND FORCES.
6. FASTENERS t�v,,ID CONNECTOP5 TO FLOOR BEAMS AND BRACING I x 10" or wider 3 - 6D per 5upport
StiOULD 13[OF C-ORR05ION RESISTANT MATERIALS AND,51HOW NO
EVIDENCE OF CC)FRO510N OR DFT[RlOA1-fON WHICH MIGHT REDUCE FLOOR 5HEATHING
THE ADLITY Of VHIE STRUCTURE TO P1515T WIND [Ff1fCT9_.
7. ALL FA51*NtIF5 ACID CO`!NKCIOPS, lNCI_I LIDING 1 NA115, 001-T5,51[ft ICE 4 WATEP SHIELD TO DE Structural Pane,15
WIND ANCHORS,, AND TRUSS PLATES ARE TO BE HOT DIPPED GALVANIZED. MET DRIP .2" TOP LAP 24"FRONA EDGE OF ROOF I " or IC55 8D G" edqc/ 12" field
•
8. GAB'tf F.0017`5 SHALL PC STABILIZED BY IN'AALI_11`111�, 2X4 INCH EDGE ArP`D 4' TOP LAP UNDEPLAYMEN7 I.5 LD
OVER FELT Gil cdc
BLOCKING ON12.-FOOT CENTER5 BETWEEN THE RAFTERS AT EACH AI.ONG RAKE A5FHALT FFIT neater than I " I OD Ic Gil field
Diagonal Board Sheathing
GA.t'lr END FOR A DISTANCE Of 8 FEET TOWARDDITHE Bl,JILD(NG
INTERIOR FROM EACO GABLE CND. WOOD I " x G" or III x (511 2 - 8D r Support
9. MAINTAIN 2" MINIMUM CLEARANCE DMEEN! ALIL STRUCTURAL FRAMING DECK
per suppor
MEMBERS OF,CHIMNEY 5/8 (VARIES) x 10" or wider 3 - (5D
5 AND) FIREPLACE PLACE _y MASONRY,
10. ALL FLOOROR JOISTS SHALL 13E LATERALLY SUPPORTED 13Y BP,![)(,(NG 1. Nailinej requirements are based on wall 5hejthmc3 wiled G'on center at the panel eclor. If will 51heathinc3 r,wiled 3"on-center ath the panel ec!43e to obt�xn
Shear Aructural members shall E.�e doubled --ill be used BLOCKING @ INTTERVAL5 NOT EYCIEDiNG UGHT FELT. hiqher!> ir capacities, nailing requirements for or alternate connectors, Such a5 5hear ii 5h, ,Ccl to maintain
M�A 1p)L
[P.5 SHALL BE ANCHOPED TO FRAMED WALLS WITH "HURRICANE the load path.
DRI
I I. ALL RAFT NAIL-
_1P CLIPS' (�,) I G'OW CENTER. N 2. When wall 5heathinj 15 COr1tInUOU5 Over connected members, the tabulated number of w05 5h;0 be rcrl to be reduced to I I CD nail per foot.
9"STARTER STRIP
12. ALL"NAICRO==LAM" LAMINATED VENEER LUMBER T06E DOUGLA5fIRA5 OR COURSE or
E(')UAI-. SLIZC5&9 INDiCA`117D ON SHINGLES INVERJED MANUf ACTURE[D U,'TRU5 JiOI5T CORP. OR
ri_mJ5. MICRO-LAM INSTALLATIONS 5MALLI31IN 5TRICTCONFORMANCE �-51"ART FIRST COURSE -P
WITH MANUFAC7URIP5 SPECIFICATIONS AND RECOMIMENDATJON5. WITH FULL STRIP CLIMATIC GEOGRAPHIC DE51GN CRITERIA 'AS PER N.Y.S. CODE
TABLE R3 0 1 ,2(1
13. ALL METAL,JOIST HANGERS AND OTHER METAL CONNIECTOP3 PIQUIPf-D j 5C��
SMALL 131"5AIIP50N STRONG-11L CONNECTORS"OR EQUAL AND SHALL BE START THIRD COURSE START SECOND
WITH FULL STRIP COUP51 Wil H FULL
CAPABLE OF HA\NDLING LOADS @ CONNECTION POINTS. INSTALLATION'S SMALL MINUS F`lP5T TAB STRIP MINU5 112 TAB GROUND SNOW LOAD. 45 PSf.
ROOF
14. DOUBLE J0115T5 UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND NOTF,: 3 SEC. GUST to IV 120 MPH
ALL OPENINGS. ALL ROOF SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. J., WIND LOAD FASTEST MILE 100 'MPH PLANNING . EASr" P.C*
FASTLNLRS SHALL BE MIN.12 GAUGE SHANK GALVANIZED NAItS WIMP,.318"DIA.IMAD NIP
15. PLYWOOD DECKING SHALL 13E EXTERIOR GRADE PLYWOOD . AfTER TIE
SEISMIC CATEGORY 5 ARMITECTS ENGINEERS
TYPICAL ASPHALT ROOF SHINGLE DETAIL BLOCKING 2',13AY-5
BACr, @ 4 1-011 O.C. WEATHERING SEVERE 3 645 MAT ROAD
CUTCHOGUE, N.Y. 11935 .
f R05TLI NE DEPTH 3G IN. Fax
T61ephone F,
ATTIC ;.,,----5TRAP'TIE 631-734-2011 631-734-2276
MODERATE TO HEAVY
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JI TERMITE
5 Internet: ivww.b1vdp1an.corn
COIL STRAPPING A5 BLOCKING 2 DAYS DEC I AY LIGHT TO MODERATE
BACK @ 4'-0" O.C. 13° f
MANUf. BY 5IMP50N WINTER DESIGN TEMP. F. 13
01 Df
5IMP50N STRONG STRONG-TIE TO BE T11"P, PTANq A", SPFCTFCATTONS APE IN.qTr13fFNS OF Sr.RVICE
C5 I G CONNECTOR—-- MIN. ATTACHED TO EACH FLOOD .HAZARD5 7-25-78 AND ARE THE PROPERTY OF BOUIYVARD PLANNING EAST P.C.
INFRINGEMENTS W111, BE PROSECUTED.
U51 22 - I Oct x I '112
GALVANIZED NAIL5 RAFTER �- PLATE W1 8d SECOND-FLOOR �.,,---5,TRAP TIE EXPOSURE D -
cbmMON NAILS
ICE SHIELD UNDERLAYMENT Y[5 ' 10-27-04
'CLEAP. DATE:
SPAN BLOCKING 2 BAYS
D
A.,
-011.O.C.
' �O ' DR. BY: R V" L
BACK @ 4 WIND-BORNE DEBR15 PROTECTION FASTENING SCHEDULE
FOR WOOD STRUCTURAL'PANEL5 A5 fr-R,TACLE RIO 1.2.1.2
SCALE: AS NOTED
fA57ENEF,SPACING 2x(5 ROOF RAFTER I..o"
�C. "�,
-4 Fool -6 Fool 3
MIN. FIRST FLOOR FASTENER PANEL SPAN < PANEL SPAN < PANEL SPAN
PROVIDE �Awlmtjm 1. 0 ,,,--5TUD TO f LOOK TYPE < 4 FOOT < G FOOT < 5 FOOT CHKD: J.S.
UND DISTANCE CONNECTION
DOUAL NUMBER OF, o2i
NAIL5 IN 112"#G I G11 12" 511 ........
E/ACH END BLOCKING 2 oAY_9Z WOOD 5CREW5
1-011 Q.C.NOTE: 2xG WALL STUD BACK, @ 42 112" #8 1 GO I Gn 12".
WOOD SCREWS
STRAP TI[5 TO 131- PLACED
I lilt,Ot'i. '16 a 3_)-fc�ot roof i_ic
AT EVERY THIRD STUD _V_ a _,t5 b'l ocj on I W n1r,11't.'tld 5pfccI5 a pt.
b:Fatt.eriem 5baII be trinfallrd at,opro,5in,3 rndL_�of the wood c-tructural panel.
c:Nail,�shall be 106 common or I 2d box mak,
TYPICALRAFTER TIE d:Where screws are attached to ma-,onry or masonry/stucco,they 5hj!I t>c attached utifiziriL3 vibration-rest5tart anchor:,
etty of 490 ro-0,3
TYPICAL STRAP TIf_ DU AIL having a moirmuril ultamite withdraAtl cara, SHEET NUMBER
N.T.5. PROJECT NUMBER . ,
GABLE END .WALL BRACING N,T.5.
5. oz,
6
-A/ACHMCATHI�
TT C or 5H
T ROOF
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CON _CTION OF
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