HomeMy WebLinkAbout31108-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-31188 Date: 10/05/05
THIS CERTIFIES that the building ADDITION AND ALTERATION
Location of Property: 1640 CHABLIS PATH SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 51 Block 3 Lot 3 .9
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MAY 4, 2005 pursuant to which
Building Permit No. 31108-Z dated MAY 4, 2005
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 ADDITION, ALTERATION & DECK ADDITION TO EXISTING SINGLE FAMILY
DWELLING AS APPLIED FOR.
The certificate is issued to MARILYN WEIGOLD
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2067643 09/09/05
PLUMBERS CERTIFICATION DATED N/A
zj�- 24� —
or' ed Si nature
Rev. 1/81
W,iA,70 16`9"_d�& r1PrIl io 6*ttk
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 front Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I*/'o 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,
Swimtning 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. 1&1-e)--
New Construction: ✓ Old or Pre-existing Bu i ng: /(chock one)
Location of Property: /W/�O Ci a h�' 4 yTh 1
House No. Street Hamlet
Owner or Owners of Property: Al
Z
Suffolk County Tax MapNo1000, Section_ / S Block Lot,
Subdivision /.r o4� ����y� Filed Map. Lot:
Permit No. 3lJU� Z Date of Permit._ -S �r Applicant: e19i
Health Dept. Approval: _ Underwriters Approval:
Planning Board Approval _ _
Request for: Temporary Certificate Final Certificates (check one)
Fee Submitted: $ S�
Allplicant Signature
Co
rJcP C I� [P lJ[l� C ILl� rJrJ@IE�I�r�rJ� rJ�rJC l@P ❑e
5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
5 40 FULTON STREET — NEW YORK, NY 10038 5
CERTIFIES THAT S
Upon the application of upon premises owned by
5 PECONIC ELECTRIC CORP MARILYN WEIGOLD 5
C5� 2195 STANLEY ROAD 1640 CHABLIS PATH 5
5 MATTITUCK, NY 11952, SOUTHOLD, NY 11971 5
Located at 1640 CHABLIS PATH SOUTHOLD, NY 11971 e�
SApplication Number: 2067643 Certificate Number: 2067643 S
Section: Block: Lot: Building Permit:31108 BDC` ns11
5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: 5
5 First Floor,sun room,Outside, 5
S5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
5 authority having jurisdiction, and found to be in compliance therewith on the 9th Day of September,2005. 5
5 Name OTY Rate Ratine Circuit TNDe
5 5 Wiring and Devices 5
Outlet 2 0 Fixture
5 Fixture 2 0 Incandescent 5
5 Outlet 8 0 General Purpose 5
5 Receptacle 7 0 General Purpose 5
Switch 2 0 General Purpose 5
5 5 Dimmers 2 0 5
Paddle Fan 2 0
Receptacle 1 0 GFCI
5
5
5 5
S seal 5
5
1 or 1
1, This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. NJ
5 5
o 103o
e Ste•
5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY
5 40 FULTON STREET - NEW YORK, NY 10038 M-
M-
R C
CERTIFIES THAT C
5 M
5 M
M
5 Upon the application of upon premises owned by C
5
SPECONIC ELECTRIC CORP MARILYN WEIGOLD C
5 5 2195 STANLEY ROAD 1640 CHABLIS PATH ITE
MATTITUCK, NY 11952, SOUTHOLD, NY 11971 C
5 `
CC5 Located at 1640 CHABLIS PATH SOUTHOLD, NY 11971 C
Application Number: 2067643 Certificate Number: 2067643 C
C
Section: Block: Lot: Building Permit:31108 BDC: ns11
C
INK
5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 C R
electrical devices and wiring, described below, located in/on the premises at:
5 R
5 First Floor, sun room,Outside, C
5 �
SA visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or standard C
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other IRE
5 authority having jurisdiction, and found to be in compliance therewith on the 9th Day of `
September,2005.
Name C
Rate Ratin Circui[ Type C
5 Wiring and Devices C
C
�j Outlet 2 0 Fixture C
Fixture 2 0 Incandescent C
5 Outlet S 0 General Purpose C
Receptacle 7 0 General Purpose
wt c
5 Dimmers 2 0 C
5 Paddle Fan 2 0 L
5 Receptacle 1 0 GFCI C
C
ME5Pa-
5 I
S
5 5 `
rR
rR5seal `
C
�j C
'S5C
1 of I L
5 R
This certificate m not be altered in an w and is validated only C
5 may y ay y lry the presence of a raised seal at the location indicated. ITS
M
c
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. 31108 Z Date MAY 4 , 2005
Permission is hereby granted to:
MARILYN WEIGOLD
SOUTHOLD,NY 11971
for
ADDITION/ALTERATION TO AN EXISTINGS INGLE FAMILY DWELLING AS
APPLIED FOR
at premises located at 1640 CHABLIS PATH SOUTHOLD
County Tax Map No. 473889 Section 051 Block 0003 Lot No. 003 . 009
pursuant to application dated MAY 4, 2005 and approved by the
Building Inspector to expire on NOVEMBER 4 , 2006 .
Fee $ 150 . 00
Authorize Signature
ORIGINAL
Rev. 5/8/02
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck,N.Y. 11952
(631)298-7116
�r, 2 3 20oh
To:- Town of Southold Building Dept.
Re: Framing/Strapping Inspection
Weigold
1640 Chablis Path
Southold,NY 11971
Permit#31108
To Whom It May Concern:
After a Framing, and Strapping inspection was preformed on the above property, it is
deemed that all work performed was completed to plans and meets all state and local
codes. Any other questions please call.
Ply FNEW
DEEq�O'fl�
Od,,F �
� � a
U1 Sin rely
to
z
yip
Op9OFE. �P� s rkoski
r JAMES J. DEERKOSKI, P.E.
260 Deer Drive
2 3 2ni 5 Mattituck,N.Y. 11952
(631) 298-7116
To: Town of Southold Building Dept.
Re: Insulation Inspection
Weigold
1640 Chablis Path
Southold,NY 11971
Permit#31108
To Whom It May Concern:
After an Insulation inspection was preformed on the above property, it is deemed that all
Insulation was installed correctly, and meets all building codes. Any other questions
please call.
OF NE6y YO
P �_OEEq� 9,F
O
�e s�
cc
W
my u, Sinc ly
9�FEs
Jam s J. kc ski
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952 - -
(631)298-7116
{ n
i 'U 182005
I
To: Town of Southold Building Dept. —.1
Re: First& Second Foundation Inspections
Weigold
1640 Chablis Path
Southold,NY 11901
Permit# 31108
To Whom It May Concern:
A First& Second Foundation inspection was preformed at the above-mentioned
construction site,the concrete and damproofing were installed correctly and meets all
state and local building codes. Any other questions please call.
inc;
erely
2U
J e k
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE ' �� INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS ,,,,11
7 Q c 1J V
r
FOUNDATION(1ST) - d
_ OQ at
--------------------------------- ` E Q
FOUNDATION(2ND)
O
d y
ROUGH FRAMING& �3
PLUMBING
Jc
r
INSULATION PER N.Y.
STATE ENERGY CODE
O
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FINAL r
ADDITIONAL COMMENTS 01
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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 �j Survey
www. northfork.net/Southold/ PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
/
7 ustees
Examined ,20� Contact:Tr
Approved S 20_x__ Mail to:
Disapproved ac
Phone:_/6 V�7-7-xrd',
Expiration (�, 20�_
--Tr
�� t5 Building Insp
T!J "gY v J APPLICATION FOR BUILDING PERMIT
{
- o; �
8oc . o:'rT.
� Date S— 3 20 0,5�
r^ Nr ^• • r,n�n
-- INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
'c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shal.tbe kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws. Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations. and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signatures,, applicant or name, tf a corporation)
(Mailin6faddress of a licant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Q e.,
Name of owner of premises �Cc k�Pif a/
(Xs 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 propos d work will be done:
/654 G'7u 66v ..-f
House Number Street ' Hairdet M*W ADRIAq
tw Msn to ewz atwuq vmW
oe(Ieta•be.
County Tax Map No. 1000 Section Block 3 -3 Ohm) WE u0 D
Subdivisionn�zgo�c,��z r+� Filed Map No. t
(Name)
jpS1D
MAY 14 89-088
� . Pap of C�l1�ttrAvnntts� �o,�ds
Filed September 28,1989 es Map No. 8822
S' SERVICES
PARCEL 4D" A-80 AESIXA0
• '' -- RAWARCA 1 mt ^PLOT 1 +1- S.F
Pas
, st FL
`♦a �.� Par. Bid FLaw S.F
Alkr. PAW. MSDEWT S.F
o a PAEP. CARAld 9100 S.F
\\ uc
AL ASSO"BATW,
N 899'30' £ 4.54' \� WAIM
wA. AYE t
�► oil s $ N 86CI
.59'30' E
pr�tl 1wo _ Ak 50,00,
- _ — --
AL
lbs. 9y� L\'� /Mk 1
ALL
/ V DATE REMION RY
N 85wl9'�- k/ COUM W x xn.. ,000-OS,.00-4800 00.[009
moon' b -- -__ _ od � .
Sanitary system Olt to bd
placedunderdrivewayarea.
'OEN COUNTY DEPARTMENT OF HEALTH SERVIC16S
FOR APPROVAL OF cwNsrRUCTION OF l�$ % 3�vrllj .Jdr1If1�1rI�
3 S ngle Family ReWomx Q l 9 f / 02 Z
HS f!
25�g1 tunlllald
RRe YORK
FROM BAN At O LK
�PIRE4 YEW "�
` '� (\' 6dsaM A. BWlock Jr. er tll
p AW ANre r mtx": 01/09
ti
xo: /
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
(Description)
4. Estimated Cost &g9, 0,10 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear 6 ( Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front G (
Depth Height Number of Stories
8. Dimensions of entire new construction: Front /�1 • Rear Depth 2 O
Height // ' Number of Stories /
9. Size of lot: Front Rear Depth
10. Date of Purchase 4 —Name of Former Owner
11. Zone or use district in which premises are situated 7 J&
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES -'-NO—Will excess fill be removed from premises? YES NO
14. Names of Owner of preruises X"�)71 (ff�Address Phone No. Ggl"A-�r-dY d
Name of Architect l Lc kouitG6 Address Phone No a14,P� -7//6
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* 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
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the ��
(Contraetor, Agent, 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.
Sworn to before me this,
y of 2006' /�1
�/rr�i.i i ✓.lc„
Notc Signature of Applicant
l'� 1 Wk
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EXISTING_�'� EXISTING
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— A90FE �P
F 1ST. FLOOR PLAN
I =P 26 2005 SCALE: 1/4" = V-011 AMEhIDMENT
L— -- 1640 CHABLIS PATH, SOUTHOLD, NEUJ YORK
Fi T
T, w- ^LD AMENDMENT PG. � Sspterober 26, 2005 �`� 114" = I'O" JDIMH
14'-0° 12'-W
e-
1 1 1 1
° I Q
B"Du ODNC.PIER I m
a i i W/24"nVX12"CON-FTG.
1 1 1 • I T-W BELOW GRADE(TYP.)
1 1 1 1
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1 1 1 1 I
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1 1 1 1 tp Q
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MMMUL
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A 2�
EXISTING spa 2 NG
HOUSE °q . 0
GE
FOUNDATION PLAN
SCALE: 1/4" = V-0"
AMENDMENT
1640 CHABLIS PATH, SOUTHOLD, NEU YORK
AMENDMENT September 26, 2005 SCALE 1/4" • 110° JDIMH
N�-
PpGP�pN
op 0MN?nl(a, or,
r,"v5 APPROVED AS NOTED
FFFO��EENP DATE: a J B.P.N 3110$TZ
p NPs FEE'-,� PY�
NOTIFY BUILD'N3 LEPAHNENT AT
765-1802 8 AM TO d FM FOR THE
FOLLOWING INSPECTIONS
1. FOUNDATION - TWO REQUIRED
FOR POURED COr+u -
_ 2. ROUGH - FRAMING R PLUMBING
- — m N
�I L 3 BE COMPILE
-- - -- _ - 4. FINAL - CJI "T9UCTION MUST
BE CNE fE 30R 00.
_ ALL CONSTRUCTION SHALL MEET THE
_ REQUIREMENTS OF THE CGDES OF NEW
YORK SATE NOT RESPONSIBLE FOR
-- - -- - DESIGN OR CONSTRUCTION ER
- - _ - - COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
SOLRHOLD TOWN
SOU'i PLA BOLD TOWN PLANNING BOARD
SOUTHON.Y.&DLDTOWNTAUSTEES
I� N.Y.S.DEC
- -- - _
FLOOD ZO; N
COMPLY WITH CHAPTER "46"
FLOOD DAMAGE PREVENTION
SOUTHOLD TOWN CODE.
REAR ELEVATION ALL CONSTRUCTION SHALL
THE REQUIREMENTS
SCALE: 1/4" = 1r1 MEET CODES OF NEW YORK S ATEH1'41
CERTIFICATION OF
N 8909'30" E 184.54' _ NAILING & CONNECTIONS
-- REQUIRED.
S
gS°
UNLAWFUL
s'6' " 7"' UT CERTIFICATE
N 86059'30" E 50.00' Olt` OC'CUPANCY
w
3f• r 2p 00' UNDERWRITERS CERTIFICATE I
w _______._'___y ° AM IDN REQUIRED
W 8oQ2
X00 2s .
MM.HSE
49.3'
R = 125.00' NEVy yo
L = 143.51' �- EEgr 9T
V �C
f^ W
N 85°19'50
W 100
.00'
$-, R = 25.00' `` �gOFE55\O
/2 R 50.00' L = 27.37'
Sp L = 70.90'
SITE FLAN ADDITION
SCALE:: I" = 30rPG. 1640 OHABLIS PATH, SOUTHOLD, NEW YORK
, April 16, 2005 scn�el/4" _ 1 o" I JD/MH
LLULJ
LLL
- - - - - -
LEFT ELEVATION
SCALE: 1/4" = 1'-0'"
__ - --
--- - -- - ��NEW
O
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0 LL.
� ��II
ElILII L_ F1710 u
--oil
nnnF71FD_ oon
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I0-i 2_2XI➢ACQ GIRDER � _ _ - _?�_rl
B"DIA CONC. PIER
W/24"X24"X12"CONC FTG.
_ T-0"BEI OW GRADE(WP.)
NOTE:
ALL METAL COMPONENTS IN CONTACTWITH ACQ TO BE COATED WITH SIMP
SON
BRAND
Z-I4AX OR EQUAL
I I
2X0 ACQ LEDGER CONNECTED
I TO HOUSE W/2-
_ 1/2"DIA DAILY_V
_____ ___ ____ L- En2n'OC
______ BOWA _
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1 I Y 1
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1 FOUNDATION HEIGHT TO BE ADJUSTED IN FIELD
1
r 1 Y FOR FINISHED FLOOR TO MATCH HOUSE
1
*4 REBAR
12"OC
nP) 6.0..
(REAR) FIREPLACE/CHIMNEY T I
OPENING'-0 BE MADE IN FIELD
VERIFY WITH OWNER SIZE/LOCATION
of- "vyo
EXISTING �'� EXISTING �� g �.DEEq�Q9,�
rj HOUSE — �� GARAGE Q
\ m U
V _.____ Z��ryOHpFES yp2P�2
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
ADDITION
1640 CHABLIS PATH, SOUTHOLD, NEW YORK
F=� A ll 16, 2005 =caLe
3 r
p 1/411 = 11011 JD/MH
2s'-1o" 19'-lo"
2'-3 1/2" 501/2" 2 1/2" _ 2-31/2-
- - MIN.3_G.,
RARING
5/4 DECKING& RAILING - - -- -- -- - - — - -- - -- -
4 AS PER OWNER - - - Nf1N - _ - -- - ,
-_ - - -- DECK -
PS6- _- — -C 15--
2-1-3/9Xll- BML HEADER
NOTE.
POST ABOVE
TO RIDGE
4 -
2X 10
t
- -QF1.C2NQSIu"OC NOTE
PROVIDE 2-2X8 Dr#2 HEADERS
r UNLESS OTFIERWISE NOTED
6
(REAR) EPLACE/CH[MNEV
FIR
2-1-]/9X11-]l8 ML HEADER
NOTE
PABOVE
TO RIDGE
TO RIDGE
EXISTING �� EXISTING
/ HOUSE - �� GARAGE
NEW y.
1ST.. FLOOR PLAN
m
SCALE: 1/4" = P-0°
9QFESS%
ADDITION
1640 CHABLIS PATH, SOUTHOLD, NEW YOIRK
Pte. 4 April 16, 2005 =caLe1/4' = I'O" JD/MH
WIND- BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
FOR WALL OPENING PROTECTION OF120 MPH 3—SECOND WIND GUSTS
( MAXIMUM MEAN 8001- HEIGHT: 35)
SHUTTER ASSEMBLY
FOR PANEL SPANS: A�
0 < 4'0 WIDE SPAN
23/32" APA SPAN—PATID 48/24- SHEATHING GRADE PLYWOOD
(OVERLAP AROUND OPENINGS 4")
ASSEMBLY:
ATTACHING STRUCTURAL PANEL. FASTEN TO BUILDING w/
$10 (w/ WASHERS) GALVINIZE OR STAINLESS STEEL
WOOD SCREW @ 16" O.C.
ALTENAIIVE FASTNE FOR SHUTTER TO BUILDING. o\ \
//10 TE NUTS ATTACHE 10 BLDG. w/ #10 ( W/ WASHERS)
MACHINE BOLI @ 12" O.C. \, RIDGE
\ VENT
2- ILRIX11-2/8 ROOFING.
DGE
ASPHALT ROOFING
ML W
] /' (TO MATCH HOUSE)
BIS/ b _ 15A FELTOX SHEATHING
I / aYMENT
i ti - 1/2"FIR COX SHEATHING
li EF
NOF PROVIDE MIN 1"AIRSPACE
/ b� BETWEEN ROOFSl ULATN
O
EATHIN
AND INSULATION INSUV+TION,
WALL
41 FLOOR
:R38
O.H.TO DE
EXTENDED
TO LINEUP WITH HOUSE
MULTIPLCSECTION ASSEMBLY: (APROX 15 3/8") --
-
o-
EXTERIOR1/4' THICK BOLTS @ 2' OC
Vll�SIDING TO MATCH HOUSE
MEN VAPORBARRIER
112-SHEATHING
2%6 OF S2 STUDS @16"OC
SILL. __
2X5 ACQ PLATE - 3/4"SURFLOOR
SHUTTER ASSEMBLY - aIH F HES 2X10 DF*2 FI 016OC
_- N.T.S. PIN 8")
FOR PANEL SPANS:
4' OR WIDER SPAN A II II
II II � FOUNDATION
23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 8"PC WALL
(OVERLAP AROUND OPENINGS 4") DAMPPRODF
2x4 STRONG-BACKS @ 24" OC
II II FOOTING'
ASSEMB LY: II 16'18"CONC FTG.
1). PREASSEMBLE PLYWOOD TO 2x4'S: # "10 (w/ WASHERS) GALVINIZED OR �V II W12-49CONT VCONCSus _ -
STAINLESS STEEL WOOD SCREW @ 12" 0 C. hI- sraEL aE-BAR
2). ATTACHING STRUCTURAL- PANEL: FASTEN TO BUILDING w/
#10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL (�"�
WOOD SCREW @ 16 O.C. SEC 1 ION A-A
ALTERNATIVE
NUTS ATnER TACHEOD TO BTLDG. w/ t/10 (TO NW/ WASHERS) SCALE: 1/4" = V-0"
MACHINE BOLT @ 12" O.C.
ALTERNATIVE FOR OPENING PROTECTION
TABLE 1609.1.4 pF Pltw
WINDBORNE DEBRIS PROTECTION I ASTENING 1'g�P .DES 9
SCHEDULE FOR WOOD STRUCTURAL PANELS .�
c
rnrrNFR saACINc; (INCIFFs) 7
FASTNER PANELSPAN 2FEEl'<PANEL 4FEET<PANEL FEET PANEL W
TYPE <2 FEET SPAN<4 FEET SPAN,6 FEET SPAN a 6 FEET M 1 a
2-112"1{6 Ifi i6 12 9
WOOD SCREWS 1
0 o.ota P
2-112 k8
WOOD SCREWS is 113 16 12 -
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/15" AND MAXIMUM '
PANEL SPAN OF 8 FEET SHALT_ BE PERMIT IED FOR OPENING PROTECTION IN
ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZE
OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.
(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.14) ADDITION
1640 GHAE3L.I5 PATH, SOUTHOLD, NEW YORK
Pc — - 11 _ SCALE 1/4" = 1'0" JD/MH
RTSchebll Inspection Checklist
IVa"York State Lnerg,Consell:nion Carstimclion Code
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ADDITION
1640 CHABLIS PATH, SOUTHOLD, NEW YOR<
I=�. (0 Aprlf 11, 2005 SOALEI/4” a 1,011 JD/MH
WIND LOAD PATH CONNECTION AND CONSTRUCTION_DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 @COD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING 6Tups
RAPIER- -.L�r"9r' \\ '! WALT.STUD // \
FJJDwALL CRIPPLE STUD - /J ,%J' \\ �\ BOTTOM PLATE
/\ / lI
E -� \ LTOGER � .I BATF( UB
RIDGE
/ HEADER - ,� A.\ l / DDUIUS JOIST
RAFTER --- —0
JACK STUDS
FLOOR I ISP NUMBER DESCRIPTION APPLICATION \, / \
r
HDLG DOWN WNNECT TD(SIDE OF ALL CORNERS \ � \�
IST M55 ANCHOR IDFOONDArION WI ANCHOR 601Ss / __ __ BATIII SPA TUBS TO I DAVE A DOUBLE FL DORII OI STS UNDER FOR ADDED SUPPORT
CONNECT TO t 510E Of ALL W RNERS ALN -
ESLRIPTION APPLIf,ATION LOf.ATIDN U`PNUMBER DESCRIPTION APPLICATION RAFTER 512E USP NUMDER DESCRIPTION APP(KATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND AOSG HDID11OWN UOTII BOOTisTAROp WCONNI CT THROUGH ALLOPENINGS L6T0.V 4t16Y12'20ga STRAP APPLYTDLACH JALKSTUO IEDOF JLSTA2q -1IJ"x2P'N. STRAP APPLYOVER RIDGE TO EALHRAFTFR 2x64zB 1626 t6gn 6LOPEHANGER APPLVTOEACH RAFTERILC-DEER JOIST DIRECTION WITH(0 JOISTS UNOERWALL
LOCHTIN USP NUMBER D _
ANCHOR ELATES f P - FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE
THE FLOORS TO EACH OTHER WI THREADER ROD, ALL OPENINGS RT30RRT9 IYpOWN ANCHOR APPLVTEACH CI3IPPLC-STUD 2XID LSNB '0ga.61.OPE HANGER APPLY TOEACH PAFFEI, LEDGER BLDLRINGPDT'OO
WALL ETUDI TROUGH ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR \
METAL 31RAP —►
CR GIST ATTOP-sIDC-DF AS REQUIRE f,HANNEI.
'CHIMNEY -� AS REQUIRED
A V
RIM BOARD PAFTER \ RAFTERS
\�
T WALL SHEATHING li MAINTAIN \
SILLPLATE(6) — y� VENTILATION
wooD.lGlsr
SNEWALI FLASHING 1 �I
FOUNDATION .�J - - _ j' TDP PLATES u —YxJOI MA ER BLOCKING
%! FN15H WALL AND MOISTURE \VIAJ11
\ / r 214 SOFFIT JOI ST \\Il
SLAPPING IO DE ATTACHED TO WALL STUDS@AWOL � BART5RTOLAPFLASHING / ATTIMINIC NET
FREEV NT Wlllin FASCIA
\ \�
AT WALL-MAINTAIN GAP
AND ALL WINDOWABOOR OPENING JACK STUDS / WALL ` NOTLIF AESSITANEEVENTILATINGAREA - -
/�� ROOFIN TO
IJD / GUTTER
FLOOR JOIST DEPTH USE NUMBER DESCRIPTION APPLICATION / / ROOFING AVOIDSOAKING WALL STUD -(J NOTLPACE VENTILATED
THE AREA Of- WOOD GIRDER
(HALLBE COVERED
ALL OPENINGS \\\\\\YYYIII)1
INGRID //�7j� ��, SHALL BE COVERED WITH CORROSION- ,SOFFIT
SCREENED PLYWOOD q"-B' LSTA24 1- /J"e24"26ga STRAP AND JACK STUDS r-
RESISTANT METAL MESH WITH MGBH LONTIR SpfFIT/EST PLYWOOD
ON ALL OPENINGSPROVIDE HEMMED EDGE N OPENINGS OF Y.INCH IN DIMENSION
INSTALL 4'P O C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER OE6CRIPTION PPPLICATION SOFFTED -AVE
8'-14" L9TA30 1-Vtl"xd0"IBga STRAP AND JACKSTUDS /' / _ AND SO AS TO MAINTAIN AIR - CONNECT iO
GAP TO PREVENT CAPILLARY 4'-6"RAFTER RTID 10-314'x10 . fYDOWIVANIOHOR
ON ALL OPENINGS \% ga EACH METER PROVIDE BLOCKING TETWEEN JOISTS THAT ARE SPICED AND
ACTION - - - -- CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
\ ' 12"METER RT2
EACHRAFTESOFFTED EAVE DETAILiJ"-i6" L6TA36 1-0h14Y6igUSfRAFl AND
JACK
SNUDe 0 21-10'xIDga
ON ALL OPENINGS
KEEP aopFINC NnILS DUT _ ___ _______
OF FLASHING
IND FLOOR WALL /` \ �� �'\
�� G LAPS BASE
/ V� FLASH ROOFININGJ INCHES iy, A� Av
\ \ RAPIERr\�\� \ �/
\ \
\ p \
BASE FLASHING WRAPS CORNERS,
\\ MATERIRIDGE APOFSA \ /
/ BARSHOP UNDER SHINGLES AT A MATERIAL REROOFING /�✓� ��
\�/ \ NAILC-DTORFEATHING \ \�
/ 610EA 41NCHES AND LAPS V A�(1 /� \A ` /
SHINGLES AT BASE MIN 4INCHEs / \' < THROUGH VENT
L �T - \ylllAyJ�ll
wooD Jalsr �j '\
�� r V i�
TOP PLATE
�
��.1 / � �.✓/ / � A
�. SIDE WALL FLASHING ` GIRDERHEApER -0 v
WOOD.ICI6T �)
isr Fl.ona wpu sTAPPINGTOBFATTACHEDTOWALI STUD9@4WCC \. \ \�
AIVO ALL WINDDWIDOOR OPENING JACK STUDS PIETAL BASHING AT ALL EAVE551MEWALL5. WALL STUD
FLOOR,IOIST OE PTH USP NUMBER DESCRIPTION EN
PLICATION AND RAKES-FREIDA HEMMEI] BECDC So J RAFTERS/ \
-- ALL 6'IF O C AS TO FORM DRAINAGE CHANNCL5 ANO '
4"-B' L6TA35 IIM x36"t9 a STRAPIRE siU05 PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PREMANUFACTURED
y _ _ _ _ __ _ _ KEEPSHEATHING MIN I-112" ALL JOISTS CONNECTED TO A FLUSH HEADER TO DC-SUPPORTED WITH
L OPENINGS CONNECT EALII RIDGE VENT FOLOG FROM PEAK TO ALLOW FREE THE PROPER S'I EEL CONNECTOR
__ _ ..— RARER/PLATE HT15 fYUWJN ANCVIOR RAFTER TO PLATE OVERRIDGETO AIR PASSAGE
PLL4'p"OC _ _ 11-ABLE.BETFIRJOISIS AFRO% V2"HIGIIERTHAIV LVL HEADERS
CONFORM TO 51 OPE
B'-16" MSTM{B FIA'x4W 16, STRAPJACK STUDS CONNECI OVER TO ALLOW FOR SHRINKAGE B REDUCE BUMP OUTS
L OPENINGS PLATEANALL sPTHq SIDEPLATE ANCHOR IT
TO EACH STUD GFROGE
TERM SIH PALE
TERMITE SHIELD /,Tr . / \�- � SLBFLCOR
SILT GA6IKET "J,.r e —WOOD JOISTS
NEOPRENE - :x612AB CONTINUOUS WOOD PLATE
TVP LONG FOUNDATION / CONC SLAB _ y GASNF.T
OAMPPROOF EXTERIOR K A 6 MIL POLY _ BOLTED TO STEEL BEAM WITH
EMIL POLY ON ElC1ERIOR GRANULAR FILL 1/' " DIA DOLTS a 48" n.c. STAG_
STEEL COLUMNMT-
4 BOOTJACK5TFFL pMAN
L CDNC.SLAB
K A L / 4" x I/4" x 8" STEEL
V I GOMPACTFILL TOP AND BOTIOM PLAIE
^ ROOFING LAPS
KEYWAY FOOTING e F \ate A / o FLASHIIJG AT W1TI /]" x e" AMC] BOLT
r , L1'.t /'/ CONS FTG L1 n /o y' USE WITIT 2x3 SQUARE WASHERS SIDES ANp TOP �' V2"c.Rolli
ANCHOR BOLT CONINECIION (U SP I BPS58 OR BEER) _
// 3" SIE1 COWMN
p N �REINFORCINGTN3 FOUNDATION Ca'TIA ANCHOR BOLT \, -
DRNNTILE F - J SUPPORTING MAXIMUM SPACING FLnsFI1NG LAOS l
ANCHOR BOLT CONNECTION ! 10 KIPS J
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION ISTORY 72 ON
TYPICAL LONG FOUNDATION APPLY PILASI ERs SILL PLATE TO FOUN ANON _ TYPICAL BEAM DETAIL
MIN S"STEEL COLUMN ANCHOREDTO 24' 24"112.CONC FTG. CRAWL SPACE OR FOUNDAI OND25TO1IES i6"OC STEEL / BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL SPACING
WIN IF BOTTOM FDu1iDAna vzs'rO.c1Es ,r OF, ROOF JACKS t VENTS DETAIL
CLAS_O
sLA60N-GRME
% SUBFLOOB
CONL SLAB DOORFRAME —�--
1 r GARAG _
6XMPAC WWM y r/ J poCR (T - JOIST
KAM io 10 FIIL IlsE 2%B
FDR BLOCNOUT �BT - EARA
4° SLAB Q _ -�
�'V / W/ 6X6 III m SLOPE
/ PT PI ATE I'. 4°DRIVBIIAY—� NOTCH JOIST AND ADJUST HEIGHT ��/
�',� AT END 6r/ALE A q (2•: (WITH AIVAILINp PLATEG ERUE-0 / 1 Ib
�// /,? AT END AND "' TO9EPPR0% 11'['ORHIGHER n1ANL�,,,���}}}_
�_-.� FERES OF WOOD xAep STEELBEAMTO ALLOWFORSHHINIGOE
GRADE J(^, �4NONFORMING
/ ' BEAMS / ry � e (PROVIDESTRAPPING TO KCEPJCISTS ALIGNED)a ; 6XBWWM % / 1 s A T "TIL �NOT,I 'FORMULKLLICREQUIRFO-MAXIMUM � BRBPRJBAR _ NOTCHEOIIRS I/J DEPTH OF BEAM y� p "ell II ( ^3 ' !IA
e A c ` C e♦ REINFORCING BAN DLII e `n Ir ���DIST m 4 { LIF
DRAIN TILE SHEET METAL l 3011FLA T UNDER BEAM AT POINTTEELB
f�U ' 4(Icn V ." IIP1
12" OF CONTACT WITH CONCRETE TOR CONE.BLOCK
Tau T'• Tu"rt F1 �,
s
3, \ PI-ATE IS, E )
SHIMS ra LEVEL BEAM � 41`1.' 725 y
TYPICAL GOLD N,ONGLIIHICFOUNOAIION REINFORCE WITH(2)IH REINFORCING BARS THICKENSLABSFOTING BENEATHFEARINGWALLS EINFORCING BARS 1A� N ry'
REINFORCE FOOTING WIT(((2)AlNq RF.INFOHQNG BARS 3'MINIMUM BEARING SURFACE FOR WOOD BEAMT.O
EARAGE DOOR BLOCKOUT Fg 5F0 _
BEAM POCKET
ADDITION
1640 CHABLIS PATH, SOUTHOLD, NEW YORK
Pc. April Il, 2005 SCALE 1/4" = 11011 JD/MH
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
4-SIM AP MM
\ A-CIAMAXIMUM \
A'DIA MAXIMUM - - - / / POST
__I - GIRDEIUHFADER - --
POST/COLUMN-- O
12.arzMiz
2 - CONCRETE FOOTING
'
DECK POST FTG. CONNECTION
LOCATION USP IVUMRER nE6CRIPTION MPLICATION
DECf;/PORCH RAILING AXh POST PAUgJ OR WEgh PO6T/BEAM ANCHOR APPLY TO EACH FOOTING
STAIR RAILING
POST CONNECTION— -- - - -
USEMIN 2112"DIA GALV BOLTS WIlH WASHERS AND NUTS 6%fi POST PAU'G OR WF66 PO"1 IB A. ANCHOR APPLYIOEACH FOOTING
1-112"SPADE /
{LMINIMUM
/ /
HANORNLs
�J
I
GIRDER--
POGIRDER/HEADERRIMIOECK JOISTl/1 CONGREIC-PIE
BALUSTERS / J P05T/GOLLLMN
OPLN NAWSTER ATIACHED TO WALL \
HANDRAIL CONNECTION
ALL HANDRAILS SHALL BE CDN nNUOUS THE FULL LENGTH POST-I'O-DECK CONNECTION HEADERIGIRDER-TO-POST CONNECTION
OF THE STNRS. HANDGRIP-PORTION OF ALL HANDRNLS LOCATION U`P NUMBER OESCI3IPTIUN APPLICATION
SHALLN7AIR I.ESSTHANI1/h"NORMORE ThIAN 2"IN USEMIN (21112"CIA GALV SULTS WITH WASHERS AND NUTS (2)MWRA DACU OR 14 POSTIBEAM PNLMOR MPLY TD EACH PIER
CROSS SECTIONAL DIMENSION,ORTHG SHAPE SHALL
PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER' TO P05T/GOLLLMN CONNECTION (3)BEAMS PAUEfi OR WEG6 POST/SCAM PNf.HDR APPLY TO EACH PIGR
\ FLASHING TUCKED UNDER
TOP PIECE OF SIDING AND
LAPPED OVER FIRST CUNTIN
PIECE of SIDING BELOW UNDISTURBED SOIL
GIRDER/HEADEa \\
VT'Dln nG BOLTS W/WASHERS LAY PLA51Ic BASE DIRECTLY ON
\ \ . CONNECTED TO BLDG Qifi"OC UNDISTURBED SOIL(ORGANICS REMOVED)
FEVL BASE
CONSTRUCTION MST AND P W MB
STAIR TREAD rasrlcowMry BRACE TUBE
( FILL AS PER MANUFACTURES'INSTRUCTIONS
RIM BOARD /� ' FLOOR FRAMING __ _
sv.IOlsrs " IEE11= - I_N =nI=III=
� � \ JOIST HARDER
-III =III=,III- �g- ,4, g
STRINGER—'-�� / RmCIcmG FDR
POST-TO-GIRDER/HEADER CONNECTION Lnc BOLTS
LOCATION USP NUMDER DEBCRIPTIUN APPLICATION RM JOIST IBD
1 SOLIDCOLOIAN PBSaAI PBSE44 I NINE POST CAP ANCHOR APPLYTO EACH COLUMN DISTURBED / POOR SOIL
6M STOAP SOLID COLUMN PO566/POSE,IlIC66 POANCHOR APPLI YREACH HUMS GRAVEL
STRINGER TO DECK/PORCH CONNECTION LAYER OF CRUSHED STONE DR
Fouow caLunfN slMrsoNSraavz --HC ANCHOR AFFLATUS LACH coLuniN DECK/PORGFI LEDGER CONNECTION GRAVEL
AND COMPACT BY I[AND
_ LAY PLASTIC BASE ON COMPACTED GRAVEL
LEVEL BASE
\ FIT CONSTRUCTION TUBE AND f'I UNIT
BRACE TUBE
FILL AS PER MANUFACTURESINSTRUCTIONS
r` � � �\ =,III_III=,III-III=,III=III=,,III-III=III 1111
woauoolBT
wooDdDlsr�j ��� JDIsr �� � /� BUSTLING �� J ���Ip CONC PIER FOOTING
MIEGFECOL 51-5TEMS FOOTING FORM
GIRDERIHGAOER /1////
COMPLIES
OMPLI SWITH THE
EINTENTIOF H 11 ODE AND,RESIDENTIALC FFE EDISHIS SIGN
// WOOD GIRDER--- AT I EAT THE EQUIVALENT
IN DURA CODE AND THE MATERIAL OFF THA IS
WOOD JOIST -- \� GIRDERMEADER — � ATLEASTTHEGTHECO NT IN DURABILITY AND C-FFFCTIVENES60F THAT
PRESCRIBED IN THE CGDE
/ THEDIVISION OFC ODE ENFORCEMENT UPON ICDO EVALUATION
SERVINDS CE REPORT
FLUSH JOISTS WITH HEADER/GIRDER ACCEPrA14 EFOR USE IN NYs.OBASED UPON T ICBO EvnwnnDN sERmcE aeroar
YY-- SPLICED JOISTS OVER HEADERIGIRDER ER shfls ANO suudecr TO THE CONDITIONS THEREIN
ALL JOTS I S CONNECTED TD A FLUSH HEAUEH TO BE SUPPORT ED WITH SPL ICED JOISTS OVER HEADERIGIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
THE PROPER STEEL CDNNECTOR USIEWRIA RTIOTYDOWNANCHORS
IF ABLE,SET FIRJOISTSAPROX [/M1"HIGHER THAN IVC HEADERS F LOCATIONUSPNUMBER DESCRIPTION APPLICATION
TO ALLOW FDR SHRINKAGE ,IOIETTOGIRDER/HEADER All. TYDOWN ANCHOR CONNECT TO EACH DO I ST
DECK & PORCH NOTES: NAILING SCHEDULE
1) Un lees othenxlse al a116amInO Tulenal to be 111 ACD Cous-m IranEd lvmher JOIN] DESCRIPTION NAIL ow
NOTES
PJl fasloners,lmngas antl ancM1ors to be galvinlxod orxlnlnles sleol Ott SPACING
2(-Glrtlelml5l
isdeckfolsa be bolted Na,ahaa.Lo Boar DoA,plerwrs
lIh.asheantl null JPLATTE OR BPER TOE
I GIRDER q A[CVMM1ION JOIST NAIL
`
Grrdenonconcreleplemoliallbeanchoredwllhproperaleelmnnedom.nchomd GILL,TOP PLABRIDGING EACH TOE
rmo concrole wish a m]mroam 1W ola x r long anchor ball ww waahar-arra nTO JOIST ag CLIMATIC DESIGN CRITERIA I-no IDMMDN ��� ryE�y YO
ENO NOL
3) Ponlz euppvNlny OiNere shall he ancM1oretl ton l2"x12'x12'[hlcN mnrseN loollnp GRDUNO WIND 6EISNIC FR0.5i WINTER ICE6UAY.0111ELD FLOOD BLOCKING EACH TOE DEEq $
Us'eaminlmvm tl3'dlax]"lany anchnT bol(vnN wacM1ea and nuts foolrn6s Shall LOM1D (MPHI CATEGORY SONWf:M1THERING OLENPPH TERMITE DELAY DESIAGN UN REONREONr 11A2AflO5 TO JOIST 2-6tl COMMON ENO NAIL •Ia �a
he A R below grade — - BLOCKING TO 3-1Ad COMMON EACH TOE
MODERATE SLIGHT iD 61 LL GO TOP PLATE _ BLOCK NAIL
AL OecklolxLc to bavehlockln6 al F'Ooc A5 LB5 120 B SEVERE 3Fi TOIIEAVY MOOERAIE 11 MORE - LEDGER STRIP EACH FACE Q
5) Anrinrmumnf 101ncM1 0asbingclrall ba lnamlled hetween IIIc buAtlrn9aM letlgar 3-16d COMMON —
TO FEW JOIST NAIL i NO
W
doISTONLEDGER PER ICE I
Letlger to be NSlenerl to bulltlln3 wllh lR'Jia hollswllL washer=.antl nuts TO SEW 3-W COMMON JOIST NAIL 21
rt16"nc ,yp� "_
L) Concrete rsxhall he a minlmonr 6"ahove gentle OIDDIT J
JOST3-i6d COMMON PER
NAIL " pp� a1
ple
]L.1,1a.In be uuppoded wlW M1angere nou analoo Early Jolal Anol oleo he o-h—d sILAND BAND rOP JDISTPTLATP FOOTD 2.I6d COMMON rE'3 TOENAIL O�•T/1�
Ie grMer(v) ESSI,
ADDITION
1640 CHABLIS PATH, SOUTHOLD, NEW YORK
PG. April Il, 2005 scA110"_Li
LEI/4„ _
p`�I NOTEB FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GEERAL 1 i`/ I E� -- -- ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
I) RIDGE-gaugAFTERASSEMBLY:
1 en a28 gauge strap shall be attached the each purr mrafters in accordance u table ire JOINT DESCRIPTION NAIL NAIL NOTES BUILDING IG RESIDEkI'(AD DWELLING
o !� Ween acpllar cels used in leu ora ridge strap,the number of tool common mus required DTV SPACING gWLDING HEIGHT IS"-6" (ADDTION)
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of ed nails in the strap RAFTER TO by WALL 3-8d COMMON EACH TOE-NAIL 9T 5,F. ADDITION
IY LJ TOP PLAIE 10'WALL 4-Bol COMMON RAFTER TOTAL 50. FT. OF CONSTRUCTION
7) Thcinformatmnwflhin Nis setofcomeruchon docurrenlsiselaled lotestcdeslgn 2).RAFTER-TO-WALL ASSEMBLY CEILINGJOIST &WALL'38ICOMMON EACH __ 1195.F, DECK
intent and framing details They are intended as a construction aid,not a substitute Lateral framing and shear wall....echoes frool.ellmg or Los.to lop plate shall join TO TOP PLATE 1o'WALL 4436COMMON JOIST TOE-NAIL
for generally accepted good building practice and compllance with current New York wrovelavantatable3.3 When a ratter or puss do not fall in line with studs below,rafters DE5IGN CRITERIA PRESCRIPTIVE A5PD EDIT(S. RESIDENTIAL CONSTRUCTION COOS AND
Slate building codes The General Operation is responsible for providing standard or trusses shall be attached to the.11top plate and the wall top plate shal l be attached to CEILING JOIST TO AS PER TABLE 33 EACH FACE 19955BC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
construction details and Procedures to ensure a professionally finished,structurally theta the..If stud with dri connadleri Roofs ow.marge,the take.!do.(Me building PARALLEL RAFTER WFGNI-SBC_ LAP NAIL FRAMING ELEMENTS
shall be connected with uplift connections in accordance wile table 3.3c CEILING JOIST LAPS AS PER TABLE 37 EACH FACE A5 PE FLOO_ PLANS GROSS SECTION AND GENERAL NOTES
sound and a weatherproof completed product. P 60
OVER PARTITION WFCM-BBC IAP NAIL EXT. BALCONIES
2) The General Contractor s responsible for ensuring that all work and construction 3) WALL-TO-WALL ASSEMBLY - DECKS 40
meets tonere federal,state,count and fowl codes,ordleamen antl regulations,etc Wall studs above and Studs below a floor level shall be attached with uplA connections In TO RAFTER ASPECALI-SE3.4 EACH FACE
y TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
These codas are to be considered as pan of the specifiratlonsf.r lens building antl accordance withache3o a commonWhen llember In studs th donor fall in line with stutl worrow,the -
sheuldbeatlheredtomearifinv.dame with the plan. stutls shall be attached macommon member In the floor assembly with uplift connectors in BLOCKING 2-ed COMMON EACH TOE ATTICS .1 STORAGE 20
accordance with table 33 TO RAFTER _ END NAIL DE5I6N LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45
RIM BOARD EACH ENO (LIVE LOADS P5F)
3) Dimensions shall DRAWINGS)
ewdent over scaled drawings 2-16d COMMON
(DO NOT SCALE DRAWINGS) 4) WALL ASSEMBLY TO FOUNDATION TO RAFTER -ENO NAIL R R G O
First well studs shell be connected to the foundation,sill plate,or bottom plate with uphfl ROOMS (SLEEPING) 30
4) The designer has not been engaged for commotion supervision and assumes he connectors Sleet snaps shall have a minimum embedereed of 7 m in concrete WALL FRAMING: _-_ STAIRS 40
responsibility for consterl coordinating with these plans,nor responsibility for foundation and sla"o-grode,15 inches in masonry block foundaliors,or lapped under NOTES LSNAIL NAIL GAURDRAI (ANY DIRECTION) - 200_
construction means,methods,techniques,sequences,or procedures,or for safely We plate and nailed in accordance with table 3 36 When steel straps arc lapped under the JOINT DESCRIPTION OTV SPACING
precautions and programs in connection with the work There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts Anchor bolt EXPOSUREGATAGORY C
TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
spevfic use expressed or implied in the use.(these plans. .padngtsl.are
so bespamod zetween -12Iches table he end addition to Moving, TOP PLATE 2-iDd COMMON FOOT SEE NOTE 1
anchorbolls are in be spaced between 6-12 Inches from We end ofasill plate and all (ROOF - FOUNDATIOW DETAIL PAGE GENERAL NOTE PAGE
5) Refer to the Window and Door schedule for exterior openings Comers TOP PLATES TERSECTION 4-Idol COMMON JOINTS FACE
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
fit The Generdl Contractor is to ensure]bar masonry or prefabrdcted fireplaces meets 5L TYPE I EXTERIOR SHEARWALL CONNECTIONS STUD TO24" FACE EGRESS SEE FLOOR PLANS AND WINDOW 5CHEOULE
or exceeds maefwaves's specifications and apphcable codes Type l exleriar shear walls with min involve of 7116 inch wood structural panel on the exterior STUD COMMON
attached with Btl o c
common nails al 6" .at the panel edges and 12"o C in the field,and STUD FIRE E O C NAIL Gym.
HEADER TO 15"O C FACE CO2 SEE FLOOR PLANS
7) The General Contradons to conskodu the converter all Init-m Nems
112 Inch gypsumwallboartl on Welntenor allached with 5d coolernails at 7"or. atpanel 16tl COMMON (SMOKE a G02 DETECTORS)C
such as bookcases,shelving,pantry,closets,trims,etc, edges and 10"so in the field shall be in accordance with fire length requirements specNetl _ HEADER ALONG EDGES NAIL
in table 315.-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
8).Wind load recombinnt,shall he taken into ancoum during wnshortion PLATE TO STUD 3-lad COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS ESOHECK 3.5 RELEAS
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS' BOTTOM PLATE TO
FOUNDATION NOTES: Type 11 exterior shearualls shall meet the requirements oftable 315ab times the appropriate FLOOR JOIST,BANG JOIST,2-16itl COMMON PER FACE NAIL -
1J The General Contractor and Mason to review plans,elevatmns,details and note_.to length adjustment factors In[able 316 END JOIST OR BLOCKING FOOT SEE NOTE 1,2
determine intended heights of finished floods)above typical grade 7) INTERIGRSHEARWALLCONNECTIONS. FLOOR FRAMING:: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
2) Allfmfingsto rest on undisturbed(vin,in soil Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD
9 1 interior sheerwalls are used Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES FLOOD
24.4.2 and 224 respectively OTY SPACING SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UN REQUIRED NT HAZARDS
3).Protide 1/2"gVension)olnl coatenal between concrete slabs and abutting JOIST TO PER TOE LOAD (MPH( CATEGORY DEPTH TEMP. REQUIRED
4-8tl COMMON
concrete or masonry walls occuring In exterior or unheated Interior areas He CONNECTIONS AROUND EXTERIOR WALLOPENINGS
with NGS: SILL,TOP PLATEORGIRDER JOIST NAIL qS LBS. 120 B SEVERE 3FT. MODERATE SLIGHT TO 11 NONE
Header table .5 girder connections hallshall be heattachedwoM1ecte ,in accordons ance
with
table BRIDGING EACH TOE TD HEAVY MODERATE
41 Any newill,Concrete4u walls being attached to existing povete structure shall with table 35 Window sill plates shall be have steel connectors in accoNance with table TO JOIST 2-bid COMMON END NAIL
be inslallad with 7t4 re-bar,1811 long at l2"pc..Use approved epoxy for installation 35 BLOCKING EACH TOE
TOJOIST 2-IBdCGMMON END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
m). rndanless 4Inch tsek sanded,all slabs o11 gmtleto wirebe2meWJ psi Colmi.Itobe Mares EOeIstobRAL usedaNS SEMBLY
tobedonram3h 12 man thick. !illi with 6xfi wire mesh reinfaming.Interiorslabs VJeereador t is 1.be use.or tap cumlbeam,thamRe attached to s e mfortland BLOCKING LA 3-led COMMON EACH TOE SHEATHING LOCATION NAIL SPACING SUPPORTS SPACING IN AT INTERMEDIATE NOTES
e.be minimum 3ll2lnch thick. switched on top of the beam or.tape wnneclprs shall be attached to each raRer-fo-ridge SILL OR TOP PLATE _ BLOCK NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
6) Crawl spaces to berovided wish a minlmuve l8x24access opening.ing.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGERSTRIP 3-116d COMMON EACH FACE 4'PERIME7ER EDGE ZONE did COMMON Q6"OC He COMMON Q6"O.C. SEE NOTES 1,
p attached with the above iequiremwnts TO BEAM JOIST NAIL SEE NOTES:I(BOTH FIELDS)
8x16 cast Iron foundahoe vent for every 150 sq trivial - INTERIOR ZONE 8d COMMON 6"O G 8d COMMON Q 12"O C
DECK AND COVERED PORCH NOTES: JOIST ONLF➢GER 3-ad COMMON PER OE NOTE'2FORPANELFIELD
7) Davepproof exterior of foundation with bituminous waling as per section R406 of _. TORI M JOIST NAIL GABLE ENDWALL RAKE AND RAKE TRUSS ed COMMON A4"D.C. ed COMMON Q4"O.C. SEE NOTES:1,3
NYB.Residential Conslrudion Code A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be 41 ACO pressure treated lumber BAND MIST 3-116d COMMON PER END
the below grade portion of wxledm walls poor to ba4Ailling All fasteners,hangers and northers to be gaMpLed or staul and steel. TO JOS I JOIST NAIL NOTES
6) Drainage as par section R405 of N V S.Residential Construction Code, 2L Girders far deck Intel.to be bolted to each post withwashe.and nuts BAND JOIST TO 2-96d COMMON PER TOENAIL
Girders on concrete piers shall be anchored with proper steel reductions anchored SILL OR TOPPLATE FOOT SEE NOTE't THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
FRAMING NOTES into concmlerelth a mlmmunv 1/2"dm x7"long woriumbou with washers and nos. ROOF SHEATHING: 1) For mof sheathing within 4 feet or the perimeter adg.of the rescind.ding 4 feet an each tide of roof Peale
11 All framing techniques and methods as prescriptive design of1995 SBC High Wind 3) Poses supporting gtNers shall be anchored to a 12"x12"x12"[bid,concrete footing JOINT DESCRIPTION OATY SPACING We 4 foot perimeter edge zone attachments required shall be used
Foden Wood Framing Construction Manual. Use a minimum 1/2"die x 7"long anchor ball with washers and nuts.Footings Shall be 311' AS PER TABLE 3 8 2) Tabulated 12 Inch o c nml spacing assumes sheathing attached Interior/miss framing members with GID 49
belowgrade Parches with covered roofs shall have l2"she concrete purrs for the girders. STRUCTURAL PANEL 9d WFCM-SBC For framing members code<042<G<DA9,thenailspacing shall he reduced to 6incheso.c
2).Unless otherwise noted,all framing and structural wood material to be#2+NOR
Douglas Fir 4).peck lolsts to have blocking at 8'0 o c CEILING SHEATHING: 3) Tabulated 4 inch uc nail spacing assumes sheathing to miler I truss framing members with G>0 49 For
3) Floors,walls,ceilings and raRer.t.be spaced at ISHII c.unless noted 5) A mint mum of l0 inch flashing shall be installed between the bullding end led ec NL framing members with 042<G<049,the nail spacing shall be reduced[o3inches ort
9 JOINT DESCRIPTION OTy.AIL SPACNAIING
.iherx4sa Ledger to be fastened to building with i/2"tlia,bolts with washers and nuts
4) UnlessoCharcot.enoled,alibearingwallheaderslobe(2)2xi0H2+BTR-Doug.Fir where needed GYPSUM So 7 D.C. WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Bearing wall headers to have studs and(2)full lengWsluds on each side of all WALLBOARD tit"O.0 FIELD _
openings.LVL headers to have 3 jack studs and(2)1.11 length stutls on each side of 6J Concrete piers shall be a minimum 6"shove grade NAIL SPACING NAIL SORTING AT INTERMEDIATE
( )1 9 WALL SHEATHING. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
NOTES
openings Bearing wall vemow sl 11 s shall also have(2)window sill plates for 2x4 wall 7) All joists to be sippirtedwith hangers and anchors Each Jmsl Shall also be anchored NAIL *NAIL SEENOTE5:13(ROTH RELOS)
openings between 4'1 and 6D and 2x6 wall openings beNmen 611 and 8'9 Provide fire to girdeds). JOINT DESCRIPTION BTY 4'EDGE ZONE 8d COMMON Q B'O C Btl COMMON Q 12O.C.and blocking where applicable NOTE BI Covered Roofs shall be assembled antl anchored the same manner as a typical building. STRUCTURAL Bd COMMON AS P9 L INTERIOR ZONE 8d COMMON Q6"OC ed COMMON(@1Z0C BEE NOTE:9
5) All flush howere ic.ders to be installed wtth heavy duly galandsid hangers and PANELS Wanchors where applicable to all connecting joists- PLUMBING NOTES 7n6"OSB TNOTES
6d COMMID5) Double up floor joists under walls that run parallel to the floor joist and under bathtubs. l) All water supply,drainage and vart to be installed as per NY S Residental PLYWOOD fi"Floors to have cemmm file installed shall be verified for proper load capacity unless noted Construction Code GYPSUM 7" TIIESE NOTES ARE ONLY TO BEREFGRRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
WALLBOARD 5d CAOLER:B 10
on plans i).For wall sheathing within A Leel of the corners,the 4 fool edge .no attachment regwrements shall
2) Verify septic system with We Engineer for Suffolk County Health Department approval FLOOR SHEATHING: be used
to Provide actin ware
in flpogois[s at 8'0 o.c.Use solid blocking in floorlolsis
under,all bead. Its 3) If wall.tics,plates or are col out during installation for any plumbing related work,heading JOINT DESCRIPTION NAIL 6>049ulaledlmnchocnail sparing assumesthe
attached the redcedt framing members with
provide adequate Loading and plates to prated and secure the structure Verity ynth the DTV. SPACING
8).Provide insulation battles at wave vents between rafters-Install draft blacking as state code and man ufachum's racom mendatmn for maximum hole sl2e and spacing permitted STRUCTURAL PANELS 6"0C EDGE G>040.For taming members with 0.42<Gq the nail spacings shall he reduced to 6inches o.c
needed 1"ORLEBE Oh COMMmN12"O.G FIELD 3) For extruder panel siding,galvanized box nail. hall be permitted to be substituted for common.alts
HVAC SYSTEM NOTES
9).Unless otherwise noted,.11..is and..It.to have a mimmum 112"trial 4-ply Fir 1).Mechanical subcontractor is responsible for adhetrnvg to all applicable codes and safety NOTES::
COX evader shealhmg grade plywood.Plywood to neves over plates and happens. requirements
THESE NOTES ARE ONLY TO BE REFERRED To IF
10) Unless otherwise noted us.314"[hick T&G PTS Fir or Advantech plywood subloor 2) HVAG subcontractor is to fully eoordmale all system data and requirements with the MENTI ONE°IN SCHEDULE NOTES ONLY NOTE: ,fig C.�' l?{�:f•`v
adhered with PL400 adhesive and screwed to floor ji Finished floor m be installed equipment supplier EACH FLOOR TO HAVE I - CoQ DETECTOR IN ADDITION TO
unemsubfioors erromor howe'smsbcAons. 1) Nd6n.,-qulrementsarebasetlrnn wall Sheathing v}-
p 3 HVACSWcontraclprto rovNefeel system layoutdrawn and submit General nailed 6"3'on-terarz!the panel
a If wallshealhing SMOKE / FIRE ALARMS AS PER N.Y.S. RES. CODE. fr woly,d
11) All and e.mwrnaeohaeSW thick
ktyperesheeteri Alle Cher pals of
Contractor and owner to fire reviewaad approval g sheis .detl3"on-cenleral lhapadsomm 0e l.obtain higher
redin9sandever tomacet.have SlB"ihidUype-x sheerock All other parts of building c shear capaabes,naffing regmremenits f.rsWctuml ALL METAL CONNECTIONS WITH ACO TO BE COATED WITH
to have regular 112"sheetrock.All walls to he taped and finished. ELECTRICAL NOTES: members,shall be doubled,or allermate connectors, SIMPSON Z-MAX OR EQUAL,
such an shear plates,shall be used he maintain load path. tl:+ry
12) All roof with a pitch less Wan 4'12 shall be installed with an Ice&Water border or 1) All clectncal to be installed as per N.V.S.Residential Construction Code
approved equal Flat roofs shall be applied with a I'dox as base sheet lmth an EPDM 2) When wall sheathing is conhnuoms over connected
Larch down type material over 2).All electrical work shall be approved by a qualified Underwriter members,the tabulated number of.arils shall be permitted .� X72 f
to b.reduced rat-16d pall par toot. 1"t, P rfy
13).All sill plates and woad in contact with concrete to be pressure treated.Bill plates to 3).Install Sm ke detectors and Carbon Monoxide deletions throughout as remonstrant R317
be installed with a foam sill gasket and cop-r-lex termite shield or approved equal of N V.S.Resdenkal Constructed Code
ADDITION
1640 CHABLIS PATH, SOUTHOLD, NEW YORK
PG. 9 April Il, 2005 ScALE1/4" V!0w JD/MH