HomeMy WebLinkAbout38549-ZN
Town of Southold
P.O. Box 1179
53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
6/16/2015
No: 37606 Date: 6/16/2015
THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION
Location of Property: 1040 Founders Path, Southold
SCTM #: 473889 Sec/Block/Lot: 64.-2-15
Subdivision:
Filed Map No.
conforms substantially to the Application for Building Permit heretofore
11/8/2013 pursuant to which Building Permit No.
Lot No.
filed in this office dated
38549 dated 12/6/2013
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ADDITIONS AND ALTERATIONS TO AN NON -HABITABLE ACCESSORY GARAGE AS APPLIED FOR PER
ZBA DECISION #6561, DATED 05-17-2012
The certificate is issued to Smith, Justin & Smith, Susan
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
A e Signa ure
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 38549 Date: 12/6/2013
Permission is hereby granted to:
Smith, Justin & Smith, Susan
1040 Founders Path
Southold, NY 11971
To: construct a accessory garage addition/alteration per ZBA decision #6561 as applied for
At premises located at:
1040 Founders Path, Southold
SCTM # 473889
Sec/Block/Lot # 64.-2-15
Pursuant to application dated 11/8/2013 and approved by the Building. Inspector.
To expire on 6/7/2015.
Fees:
ACCESSORY
CO - ACCESSORY BUILDING
Total:
Building Inspector
$311.20
$50.00
$361.20
TOWN OF SOUTHOLD
�� Ly
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy
SOUTHOLD, NY
o�
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 #: 38549 Date: 12/6/2013
Permission is hereby granted to:
Smith, Justin & Smith, Susan
1040 Founders Path
Southold, NY 11971
To: construct a accessory garage addition/alteration per ZBA decision #6561 as applied for
At premises located at:
1040 Founders Path, Southold
SCTM # 473889
Sec/Block/Lot # 64.-2-15
Pursuant to application dated 11/8/2013 and approved by the Building. Inspector.
To expire on 6/7/2015.
Fees:
ACCESSORY
CO - ACCESSORY BUILDING
Total:
Building Inspector
$311.20
$50.00
$361.20
Form No_ 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HXLL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be. filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form).
3. Approval of'electrical installation from Board of Fire Underwriters.
4. 'Sworn statement from plumber certifying that the solder used in system contains less'than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance fiom.architect or engineer responsible for the building.
6. Submit' Planning Bbard A' val-of completed site plan requirements.
8. For existing build ings`(prioko-'.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
I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $550.00,.AIterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory buildingS50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
.5. Temporary Certificate of. Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: c (check one)
J(. Location of Property: /!�Q'/%� SQ Q % AO
House No. / Street Hamlet
Hamlet
X Owner or Owners of Property:. r`/ S/ -fl/– 7, c /y'/SAA / T! / /1 544, 5a' 17 /q.
�Suffolk County Tax Map No 1000, Section. l D y Blo7e,ck 2 Lot'
Subdivision :)~fled Map. Lot:
Permit No. $�j� Date of Permit. Applicant:
Health Dept. Apprdval: Underwriters Approval:
Planning Board -Approval: .
Request for: Temporary.Cerfificate• Final Certificate: (check on
Fee Submitted: $-
X
Applicant Signature
rjf so
TOWN. OF SOUTHOLD BUILDINGDEPT.
765-1802
INSPECTION�
FOUNDATION IST
FOUNDATION 2ND
FRAMING/ STRAPPING
FIREPLACE & CHIMNEY
FIRE RESISTMT CONSTRUCTION
ELECTRICAL (ROUGH)
CODE VIOLATION
R F M A R K -%!!
ROUG LUMBING
I ULATION
FINAL
FIRE SAFETY INSPECTION
]FIRE RESISTMT PENETRATION
ELECTRICAL (FINAL)
CAULKING
DATE - 6 /J/ -
INSPECTOR
o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION.
] FOUNDATION 1 ST
] FOUNDATION 2ND
]
FRAMING/ STRAPPING
] FIREPLACE A CHIMNEY
] FIRE RESISTANT CONSTRUCTION
] ELECTRICAL (ROUGH)
] CODE VIOLATION
nIffww w MBriff-k_
[ ]ROUGH PLUMBING
[ ] INSU TION
4 NAL.
C
]FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT PENETRATION
C l
ELECTRICAL (FINAL)
[ ]CAULKING
DATE 0 `'� 1 INSPECTOR
SECB
PROFESSIONAL ENGINEER
1725 HOBART ROAD / PO Box 616 SOUTHOLD, NEW YORK 11971
TEL: 631.765.2954 • FAX: 631.614.3516 • e-mail: Joseph@fischetti.com
Date: - 10 June 2015
Reference: BP#38549Z
Building Inspector
Southold Town
Main Road
Southold, NY 11971
Dear Sir,
I have inspected the- accessory structure for the- above referenced Building Permit for the
Smiths on Founders Path during construction. Specifically I inspected the windstorm
strappings and the framing. I certify to the best of my knowledge that the structure has been
built in accordance with New York State Building Codes.
na.AW7 BOARD CERTIFIED IN STRUCTURAL ENGINEERING
Ti OWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.net
Examined % 2043
Approved l - P, 20 /3
Disapproved a/c
BUILDING PERMIT APPLICATION CHECKLIST
PERMIT NO. *,
F
LI! NOV
V 8 2013
i
1 E;f OD DEPT.
Expiration C 1p, 20 1S
Building Inspector
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans_
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application_
Flood Permit
Single & Separate
Storm -Water Assessment Form
ntact:
Mail to:
Phone: / G 5— Vy
APPLICATION FOR BUILDING PERMIT
--'\ Date I ( 520 )3
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the 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. �A
(Signature of applicant or name, if a corporation)
1070
(Mailing address oPapplicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Dam e'o
Name of owner of premises JUV:/ / J I • m/ A# 4/ San Al
(As on the tax roll or latest deed)
If applicant is a ectrporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. 1 /
Plumbers License No. ApP l! r-nw"/ C;5
Electricians License No. rT
Other Trade's License No.
1. Location of land on which proposed work will be
House Number Street
Hamlet
County Tax Map No. 1000 Section Block 2 Lot % 5.
Subdivision
2. State existing use and occupancy of pr rises
a. Existing use and occupancy G • -b
Filed Map No.
Lot
int%ded use and occupancy of proposed construction:
;e lltq
b. Intended use and occupancy #Cc • 7� h kV`/
3. Nature of work (check which applicable): New Building Addition
Repair Removal Demolition Other Work
9 e r
4. Estimated Cost 20, 006 k-trf �" - Fee l
Alteration
(Description)
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor_
If garage, number of cars 2..
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
X7
Dimensions of existing structures, if any: Front Rear
Height , . Number of Stories
Dimensions of same structure with alterations or additions: Front
Depth
Height.
Number of Stories
Depth
X 8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated A.
Rear
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 NOI
r �
14. Names of�h remises)y5"a 011.5 sPI�i dress ®�O f®tf �/��&� %4 hone No.
Name of Itect 1`)S• 56,S Address_ 6 bth-f6 d Phone No
Name of Contractors r C fm' 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.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
X STATE OF NEW YORK)
SS:
COUN fTY OF /
X (/L % — being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of _
20
Notary Public Signature of Applicant
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: July 29, 2011.
Updated: March 20, 2012
TO: Joseph Fischetti for
Justin & Susan Smith
P O Box 616
Southold, NY 11971
Please take notice that your application dated September 9, 2009
For permit for an addition & alteration to an accessory garage at
Location of property 1040 Founders Path, Southold, NY
County Tax Map No. 1000 - Section 64 Block 2 Lot 15
Is returned herewith and disapproved on the following grounds:
The Droposed construction. to this accessory aaraae, is not Dermitted pursuant to Article
IV, Section 280-18 which states:
No building or premises shall be ... altered in the R40 District unless the same
conforms to the reauirements of the Bulk Schedule... with the same force and effect as if
such regulations were set forth herein in full.
The required front yard setback for this lot is 40'.
The proposed second floor setback is 34.1'.
In addition, the proposed construction is not permitted pursuant to Art. III Sec. 280-15
The maximum allowable height is 22'
The proposed 2nd floor addition will be 25' in height.
,12
Patricia Conklin, Permit Examiner
FORM NO. 3
NOTICE OF DISAPPROVAL
TO: Joseph Fischetti for
Justin & Susan Smith
P O Box 616
Southold, NY 11971
DATE: July 29, 2011
Updated: March 20, 2012
*Amended: April 4, 2012
Please take notice that your application dated September 9, 2009
For permit for an addition & alteration to an attached accessory garage at
Location of property 1040 Founders Path, Southold, NY
County Tax Map No. 1000 - Section 64 Block 2 Lot 15
Is returned herewith and disapproved on the following grounds:
The proposed construction, to this attached (by breezeway) accessory garage, is not
permitted pursuant to Article III, Section 280-124 which states:
"This section is intended to provide minimum standards forrig of a building
permit for the principal buildings of lots which are recognized ... are nonconforming and
have not merged..."
The required front yard setback for this lot is 40'.
The proposed second floor setback is 34.1'.
In addition, the proposed construction is not permitted pursuant to Art. III Sec. 280-15
The maximum allowable height is 22'
The proposed 2nd floor addition will be 25' in height.
Pa ricia Conklin, Permit Examiner
*Amended to specify the proper code section.
41 1q BOARD MEMBERS
Leslie Kanes Weisman, Chairperson
James Dinizio, Jr.
Gerard P. Goehringer
George Horning
Ken Schneider
http://southoldtown.notthfork.net
Southold Town Hall
53095 Main Road • P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex /First Floor, Capital One Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631).765-1809 • Fax (631) 765-9064
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF MAY 17, 2012
M AY44 2012
0
DEPT.
-MITHOLD
ZBA FILE: 6561
NAME OF APPLICANT: Justin and Susan Smith
PROPERTY LOCATION: 1040 Founders Path (corner Landon Road) Southold NY SCTM#1000-64-2-15
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated March 29, 2012 stating that this application is considered a matter for local determination as there
appears to be no significant county -wide or inter -community impact.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTSMESCRIPTION: Subject parcel is located in the R40 zone and contains 22,111 square feet.
It is improved with a one story dwelling with attached deck and garage. It has 150.00 feet of frontage on Founders
Path, 146.76 feet of frontage on Landon Road, 150.00 along the west property line and 148.07 feet along the north
property line as shown on the survey prepared by John T. Metzger, LLS dated May 21, 2007.
BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article III Section
280-15 based on an application for building permit and the Building Inspector's July 29, 2011, updated March 20,
2012 Notice of Disapproval concerning addition and alteration to an accessory garage attached by a breezeway, at;
1) less than the code required front yard setback of 40 feet, 2) more than the maximum height allowable of 22 feet.
RELIEF REQUESTED: The applicant requests a variances to construct a second story addition to the garage with
a front yard setback of 34.1 feet where the code requires 40 feet, and a height of 25 feet where the code permits a
maximum height of 22 feet.
FINDINGS OF FACT/ REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on May 3, 2012 at which time written and
oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and
surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant
and makes the following findings:
Page 2 of 3 —May 17, 2012
ZBA File46561 - Smith
CTM: 1000-64-2-15
1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties because many of the existing garages and homes in the area
have similar setbacks.
2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance because the garage already exists and granting the new roof
line in order for the applicant to gain some additional storage space will not change the existing setback.
3. Town Law 4267-b(3)(b)(3). The variances granted herein are not substantial, because the existing setback will
not be changed and only a very small portion, approximately 10%, of new roof will be above the maximum height
required by the code.
4. Town Law &267-b(3)(b)(4)_No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
physical conditions will be improved because the new roof line will be more in keeping with the roof style of the
existing house. The environmental conditions will be improved because the new construction will be required to
meet the current standards for controlling drainage and roof runoff.
5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. However,
the board finds that adding a small space on top of the already existing garage will have a minimum effect to the
neighborhood.
6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of the additional storage space in their accessory garage while preserving and
protecting the character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Goehringer, and duly
carried, to
GRANT, the variances as applied for, and shown on the survey prepared by Peconic Surveyors PC and dated May
21, 2007 and the drawings labeled sheet 1 and 2, prepared by Joseph Fischetti P.E. dated June 5, 2011.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a
possible denial by the Building Department of a building permit, and may require a new application and public hearing before
the Zoning Board of Appeals.
Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited
above, such as alterations, extensions, or demolitions, are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other
feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are
expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of
nonconformity.
Page 3 of 3 —May 17, 2012
ZBA File#6561 -Smith
CTM: 1000-64-2-15
Vote of the Board.- Ayes: Members Weisman (Chairperson), Dinizio, Goehringer, Schneider, Horning.
This Resolution was duly adopted (5-0).
Leslie Kanes Weisman, Chairperson
Approved for filing /2012
F
Scot A. Russell
SUPERVISOR
SOUTHOLD TOWN HALL - P. O. Box 1179
Telephone #: (631) - 765 -1560
MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US
l-\
s"'r�� James A. Richter, R.A.
co
Michael M. Collins, P.E.
53095 Main Road - SOUTHOLD, NEW YORK 11971
Fax #: (631) - 765 - 9015
JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US
.Office of the Engineer
Town of Southold
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
( TO BE COMPLETED BY THE APPLICANT)
TO: ENGINEERING DEPARTMENT
FROM: BUILDING DEPARTMENT
DATE: g1l ( 3
APPLICANT:
S.C.T.M. �—
PROPERTY ADDRESS:
BRIEF PROJECT DESCRIPTION:
11 PLEASE ATTACH TILE FOLLOWING DOCIIOTS or INFORMATION.- 11
❑ Copy of completed Application for
Building Permit
❑ Stormwater Management Control Plan
II ❑ Completed Chapter 236 Stormwater
Review Checklist
- A•. ?• /c
* OR EI RING DEPARTMENT USE ONLY`*
Reviewed By. Date: jzGto
Appr /Information
Additi Required:
U
20
CHAPTER 236
Stormwater Review Checklist
Stormwater Management CQntroI Plan Requirements' Yes No NA
Plan drawn to scale of not less than60 feet"to the inch showing:
a. location and description of property.boundahes
b. total site acreage
c. existing and natural and manmade features on and within 500 feet
of the site boundpry as required in $236-17(C)(2)
d. test hole data indicating soil characteristics and the depth to water
e. proposed limits of clearing and the total area of proposed land
disturbance
f. existing and proposed contours of the site (minimum 2' interval)
g. location of all existing and proposed structures, roads, driveways,
_ sidewalks, drainage improvements and utilities
h. spot grade and finished floor elevations for existing and proposed
structures
i. location of the swimming pool discharge ring
j. location of proposed soil stockpile area(s)
k. location of the proposed donsxruction entrance/staging areas
1. location of the proposed:concrete washout area
m. location of all proppsed erosion and sediment control measures
2. Plan includes calculations showing that the stormwater improvements
are sized to capture, store and infiltrate on-site the' from all
impervious surfaces generated by a two-inch rainfall
3. Detail drawings (rMired for plan apnroyal) provided for:
a. erosion and sediment controls
b. construction entrance
c. inlet- structures (e.g. catch basins, trench drains, etc.)
,d. leaching structures (e.g. infiltration basins, swales, etc.)
DATE:
APPLICANT:
S.C.T.M. #:
PHYSICAL ADDRESS:
If No or NA, Please Provide Additional Information
.BYO AAA. w
f66
�,, REVISED 7/24/2013
TOWN OF SOUTHOLD PROPERTY RECORD
CARD 'j-0/
�WI�IER
1.
SG
I
STREET 1 '� % '
0/;
VILLAGE
DISTRICT
SUB,
LOT
P FA
7�A
y
-,s
L)
FORMER OWNER
N
E
ACREAGE
Tit 1,A P. ,� ped.
S
W
TYPE OF B LDING
�-
����f, '
�_
Vr
RES.
SEAS.
VL.
FARM
COMM.
I IND. `
CB.
I MISC.
f
LAND
IMP.
TOTAL
DATE
REMARKS
2.1
�-
/
S, 0 u 0
�F'°6�K=P lain W/'
OOOF
4-
o (V7 Cji Qx J
/S -Do
�(J CJ
�S^Q Q ✓/l�/
c� '
�� ,r_---�. I178�
7
top.,'.
6L(C
co
q
--
V lu Acr
q3 of e
o� B P 3 33� 3�'siAA a da I b -----
l2 ov.
o0
y oor
9 9
23 D 6P#35017 -rces 333 Co
Till j®C3-
EV
✓
/f a
Q .
PAie
House Nt.
—
✓
Teta I
64.72-15 2/10
--------- ---
, ) '� . I
C.
K
Foundation
Both
-Bg.
2M.ld
7q 17
Oy asernent
Floors
Extension
Ext. Wails -!�4
n
Finish
Interior Fiis h
Extension
S-0
ExtUl&
,1 q fr)l
V_ 1-7 JS
.77,
Fire Place
---rAtVc
Heat
'N
V
Anvt,�� Porch
—009.
,
DEA1, :57Z)D11) L,4VYb
7 --, 09
10 -0
_PV,�
Rooms Ist Floor
ms 1st
Rooms
S
,570
y .6--
Ig
Patio
V:iv
R 2
Rooms 2nd Floor
'DG
Breezewo
14
Driveway
D r
Driveway y
'7
Garage
O. B.
5 °�4
K
LOT NUMBERS REFER TO "FOUNDERS ESTATES" FILED
IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MA Y 10, 1927
AS FILE NO. 834.
'THE LOCATION OF ,SEPTIC SYSTEM SHOWN HERON ARE
FROM FIELD OBSERVA TIONS ' AND / OR DATA OBTAINED
FROM 0 THERS.
4
LOT COVERAGE
HOUSE, GARAGE,. DECK, METAL FR. BLDG. &. SHED/
2643 4q.tl.
2643/221 /1 12.4
AREA=22,111 80. FT.
SURVEY OF PROPERTY
A T SO UTHOLD
TOWN OF S UTHOLD
SUFFOLK COUNTY, N. Y. .
1000-6��rr4-./0,2-/1� 5
Sli1L E. 1 '=3V
MAY 21, 2007
SEPT. I, 20/1 (LOT COVERAGE;
RA I W A66 fog-
pn 8�o(�v14-�-
Mvv. LU4Tc --
\
ZBA�g AL MAP
SEE DECISION #
p U/
Fl CA Tlo"')
Of DRAB W)&t T � 5Toq (�ATi()� � ' Y,
u �
1 �-
■ =MONUMENT
ANY ALTERA770N 00R ADDITION TO THIS SURVEY IS A .VIOLATION
OF SEC
77ON 7209f THE NEW YORK STATE EDUCAT70N LAW.
EXCEPT AS PER 9EC77ON 7209 -SUBDIVISION 2. -ALL CERTIFICA77ONS
HEREON. ARE VALID FOR THIS MAP AND COPIES THEREOF ON64' IF
SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON.
-
N0. 49618
ECONI C S YORS, P.C.
(631) 765-5020 FAX (631) 765-1797
P.O. BOX 909
1230 TRAVELER STREET ry
SOUTHOLD, N.Y 11971 07-155a —155
LOT NUMBERS REFER TO "FOUNDERS ESTATES" FILED
IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MAY 10, 1,927
AS FILE NO. 834.
THE LOCATION OF ,5EPTIC- SYSTEM SHOWN HERON ARE
FROM FIELD OBSERVATIONS- AND , / OR DATA OBTAINED
FROM 0 THERS.
"o
1 SASE•
10o F
vol
32
.,R
pR-
Cid / Pj0 `� 0•B'
O X fps Sc 9c
Gp1pLFR
Vol 2 Ma o� p� D
go
FE ,Yj
1.2
LOT COVERAGE '
HOUSE, GARAGE, DECK, METAL FR. BLDG.
2643 .5q. fl.
2643/22111 = 12.4
AREA=227111 SQ. FT.
SURVEY OF PROPERTY
A T SO UTHOLD
TOWN OF SO UTHOLD
SUFFOLK CO UNT Y, N. Y.
1000-64-02-15
SCALE: 1'=30'
MAY 21, 2007
SEPT. 1, 2011 (LOT COVERAGE)
\ ZBA AL MAP
SEE DECISION7# ��Lo t
rolop
■ =MONUMENT
ANY AL TERA 770N OR ADDITION TO THIS SURVEY IS A . VIOLATION
OF SECTION 7269OF THE NEW YORK ST47F EDUCATION LAW.
EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICA77ONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ON&Y IF
SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR
WHOSE SIGNATURE APPEARS HEREON.
i
49618
ECONIC SOPVEYORS, P. C
(631) 765-5020 FAX (631) 765-1797
P.O. BOX 909
1230 TRAVELER STREET
SOUTHOLD, N. Y. 11971 ��-155
REAR ELEVATION
SCALE: 1/4•• = 1•-011
LEFT ELEVATION
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
AP P vVED AS N T L'
DATE �°Z B.P.:`_�
FEE_ -2-IL, Ry'
NOTIFY BU!LQiN,- ' f
C Y i
Fci���I�.J.r\�.7 ii�ili�['�.
. P " 'Li
k0U ,
r r., "q r
G ELL F „
Iw
3. INSULATION
4. FINAL - CONSTRUCTION & ELL:` rt
MUST BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NE,,'
YORK STATE, NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS
9ETAIN STORM WATER RUNO
PURSUANT TO CHAPTER 236
.'<)f THE TOWN CODE.
cn
Z
O
H
cr
W
F-
J
Q
zm
cn
Z
O
H
F—
H
0
Q
ZBA FINAL MAP
SEE DECISION
WN BY: JF/MH
:.`. June 05, 2011
SCALE: NTS
SHEET NO:
12"
x10 STAINLESS STEEL
OR GALVANIZED
WOOD SCREWS W/
WASHERS • 12" O.C.
SECTION A -A
SCALE: 1/4" = 1'-0"
I2"OC
2x4 DFx2
STUDS --i
#10 STAINLESS STEEL
OR GALVANIZED
WOOD SCREWS W/
WASHERS * 12" O.C.
IR" APA RATIO SHEATHING
— GRADE PLYWOOD
(ALTERNATMVE: 7/1♦" O.SA.)
M"OC
4"
17
WINDOW SILL
4"
D
=
7
i
i
!1
I
I
Y I
1
I
i
I
CL
I
I
it II
Y
I
Ii
rIl
�
I
r
I!
l r
�I
1
'I
I
1 11
T
I
I,
•�
i
i
I
�wI
I
I
I
I
C
I
� I
I
��� ��____
�_
-
p
•�
3,-811
j
I2"OC
2x4 DFx2
STUDS --i
#10 STAINLESS STEEL
OR GALVANIZED
WOOD SCREWS W/
WASHERS * 12" O.C.
IR" APA RATIO SHEATHING
— GRADE PLYWOOD
(ALTERNATMVE: 7/1♦" O.SA.)
M"OC
4"
17
WINDOW SILL
4"
D
MULTIPLE PLYWOOD ASSEMBLIES
2.2X4 DFl2 STUDS CONNECTED
TOGETHER WITH STAINLESS STEEL
OR GALVANIZED DOLTS W/ WASHERS
AND NUTS • T -W O.C.
31C APA PLYWOOD
BATHING
0-7
#10 STAINLESS STEEL
OR GALVANIZED
WOOD SCREWS W/
WASHERS 9 12" D.C.
CTN30-2 TW3046-2
�.
(2)1-3/4X9-1/2 M� HDR. 30"AFF (fYP.)f ,
1 1
i 1
1 1
1 1 /1 1
1 1
I 1
I 1 /
1 1 ,
1 1
t 1
1 1
1 1
1 1 ,
1 1
1
,
_ _ _ _ _ _ATHEDR _ _ _ _ _ _
0 /� CEILING 0
40 00
r4 / 1 1 \ N
N , % N
I 1
1 1
• I 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
, 1 1
1 1
1 1
/ 30"AFF (TYP.) i \
f ` (2) 1-3/4X9-1/2 M� HDR.
CTN30-2 TW3046-2
241 -OI'
m
2ND. FLOOR PLAN.
SCALE: 1/9" = 1'-0"
----------------------------------- ------ ---------------------------
11
II
II
LIED SHEATHING 1 I 12
WOOD
IVIVE: 7/16" O.S.D.) 1 I2X10 DF#2
C`'1
RR @16"OC
I 1 I jJ � \b
I I b
O
1 1 �O
1 1
I I I2
11 ce
II �
II
II
rl
rl
II
II
it
I I 1-3/4X11-7 b ML RIDGE 1-3/4X11-7/8 ML RIDGE
I I
I I
II
II
I 1
I I
I 12
I i
O 12
1 I (p
II �
�II w
I I Jr (7
12 0 F-1
I I /
12
)k+ L
II \ a
tiN,
�
I 1 M
RR @16"OC
II
11
II
it--------------------------------------------------------------------
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER TABLE 1609"1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF i FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL
CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
ROOF PLAN
A SCALE: 1/4" = 1'-0"
EX. DOOR
=
7
1
1
1
(Yi
CL
I
I
I
1 11
T
1
�wI
I
I
I
I
C
-------------------------------
--------------------------------------
1-7/8 ML w/ 1/2" STEEL FLITCH PLATE
��� ��____
�_
-
p
2)1-3,
3,-811
sill
M
ry
1
1
1 1
1 =
,
I
1 1
I
1
1 1 1
1
F-
I 1 1
1
1
1
1
----------
1 1 1
I 1 I
1 1 I
(2)1-3/4X11-7/8
(2) 1-3/4X11-7/8 ML HDR.
I '
(2) 1 -3/4X11 -7/d ML HDR. 1
4!®
MULTIPLE PLYWOOD ASSEMBLIES
2.2X4 DFl2 STUDS CONNECTED
TOGETHER WITH STAINLESS STEEL
OR GALVANIZED DOLTS W/ WASHERS
AND NUTS • T -W O.C.
31C APA PLYWOOD
BATHING
0-7
#10 STAINLESS STEEL
OR GALVANIZED
WOOD SCREWS W/
WASHERS 9 12" D.C.
CTN30-2 TW3046-2
�.
(2)1-3/4X9-1/2 M� HDR. 30"AFF (fYP.)f ,
1 1
i 1
1 1
1 1 /1 1
1 1
I 1
I 1 /
1 1 ,
1 1
t 1
1 1
1 1
1 1 ,
1 1
1
,
_ _ _ _ _ _ATHEDR _ _ _ _ _ _
0 /� CEILING 0
40 00
r4 / 1 1 \ N
N , % N
I 1
1 1
• I 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
, 1 1
1 1
1 1
/ 30"AFF (TYP.) i \
f ` (2) 1-3/4X9-1/2 M� HDR.
CTN30-2 TW3046-2
241 -OI'
m
2ND. FLOOR PLAN.
SCALE: 1/9" = 1'-0"
----------------------------------- ------ ---------------------------
11
II
II
LIED SHEATHING 1 I 12
WOOD
IVIVE: 7/16" O.S.D.) 1 I2X10 DF#2
C`'1
RR @16"OC
I 1 I jJ � \b
I I b
O
1 1 �O
1 1
I I I2
11 ce
II �
II
II
rl
rl
II
II
it
I I 1-3/4X11-7 b ML RIDGE 1-3/4X11-7/8 ML RIDGE
I I
I I
II
II
I 1
I I
I 12
I i
O 12
1 I (p
II �
�II w
I I Jr (7
12 0 F-1
I I /
12
)k+ L
II \ a
tiN,
�
I 1 M
RR @16"OC
II
11
II
it--------------------------------------------------------------------
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER TABLE 1609"1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF i FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL
CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
ROOF PLAN
A SCALE: 1/4" = 1'-0"
EX. DOOR
REPLACE EX. DOOR REPLACE EX. DOOR
241-011
1ST. FLOOR P
O
fV
1/411 = 1'-011
U)
z
0
H
Q
cc
W
J
Q
W
cn
Z
0
H
.IDI.
0
Q
�>- 'it
ZLn
w
� �N^
0 O Y
m = w
A0
a. 0 (o
U)
BA FINAL MAP
EE DECISION
Ir/�
DRAWN BY: JF/MH
June 05, 2011
SCALE: NTS
SHEET NO:
2
=
7
1
1
1
(Yi
CL
1 11
T
1
�wI
-------------------------------
--------------------------------------
1-7/8 ML w/ 1/2" STEEL FLITCH PLATE
��� ��____
�_
-
p
2)1-3,
3,-811
M
ry
1
1
1 1
1 =
,
1 1
1
1 1 1
1
F-
I 1 1
1
1
1
1
----------
1 1 1
I 1 I
1 1 I
(2)1-3/4X11-7/8
(2) 1-3/4X11-7/8 ML HDR.
I '
(2) 1 -3/4X11 -7/d ML HDR. 1
REPLACE EX. DOOR REPLACE EX. DOOR
241-011
1ST. FLOOR P
O
fV
1/411 = 1'-011
U)
z
0
H
Q
cc
W
J
Q
W
cn
Z
0
H
.IDI.
0
Q
�>- 'it
ZLn
w
� �N^
0 O Y
m = w
A0
a. 0 (o
U)
BA FINAL MAP
EE DECISION
Ir/�
DRAWN BY: JF/MH
June 05, 2011
SCALE: NTS
SHEET NO:
2
Z
O
H
F�
H
W a
J w A
Q A O
Cn O
H O
H
4
D
' � Q
REAR ELEVATION FRONT ELEVATION
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
W
Q W
v� Z >-
.���Z�
W (o 0 N
J X J Lj
APPRO',7D AS NOTED Q m O p
DATE !J 1 B.P. # z
— // O
FEE:_.ILL-9D BY cam. — O M
NOTIFY BU?l !):1 ,.; D
A I III III
765-1802 ; ,;,I TO 4
FOLLO',Nit, . ; '�".PECTIr"f,.;l
1. FO! !r.
2 ;Z
3. IN _AT 11-1.4
4.
ALL CONSTRU"',�11C'N
REQUIREMENTS OF i HE
YORK STATE. NOT RESPONSIBLE FGR
DESIGN OR CONSTRUCTION ERRORS,
ETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODs. DRAWN BY: JF MH
RIGHT ELEVATION' w June 05 20
LEFT ELEVATION �� �- :.t -� 11
°.. ,r
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
SCALE: NTS
t�
SHEET NO:
5��
*10 STAINLESS STEEL
OR GALVANIZED
WOOD SCREWS W/
WASHERS • 12" O.C.
SECTION A -A
SCALE: 1/4" = V-0"
12"0c
2x4 DF*2
STUDS– •
4"
*10 STAINLESS STEEL
OR=. —
WOOD SCREWS W/
WASHERS 0 12" O.C.
L/2" AM RATED SHEATHING
-- GRADE PLYWOOD
(ALTE'RNATIWVE: 7116° O.S.B,)
4"
rl
i !
I
I
!I
I
I
Ii
I
ill
l
1
�I
I
I\
I
i
I
I
I
I
I
I
I
I
I
III
1
1
I
I
II
II
I-----�
I
I
iI
l�
11
1
t
J Mlm--
I
li I
i I
I
i i
I I
\ I
I�
�
g!1
III
I
IBI
12"0c
2x4 DF*2
STUDS– •
4"
*10 STAINLESS STEEL
OR=. —
WOOD SCREWS W/
WASHERS 0 12" O.C.
L/2" AM RATED SHEATHING
-- GRADE PLYWOOD
(ALTE'RNATIWVE: 7116° O.S.B,)
4"
rl
WINDOW '
I
I
I
II
I
II
I�
I
I
e
1
�I
WINDOW '
i
MULTIPLE PLYWOOD ASSEMBLIES
2 - 2X4 DFX2 STUD6 CONNECTED
TOGETHER WITH STAINLESS STEEL
OR GALVINIZED BOLTS W/ WASHERS
AND NUTS 0 X -V D.C.
3/4" ATM PLYWOOD
—SHEATHING
#10 STAINLESS STEEL
OR GALVANIZED
WOOD SCREWS W/
WASHERS • 12" O.0
u� TvD SHEATHING
GRADE PLYWOOD
(ALTERNATIVIVE: 7116" O.S.S.)
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/161,
AND MAXIMUM PANEL SPAN OF 9 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL
CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
CTN30-2 TW3046-2
(2) 1-3/4X9-1/2 M HDR. ��
3o"AFF (TYP.) /
1 1
` 1 I
1 1
1
1 1 /1 1
1 1 ,
` 1 1
\ /
1 1
1 1
1 1
i 1
1 I
1 1 ,
ol
1 1 /
DN \ 1 1
1 1 ,
T_
= 1 1 =
_ _ - 4A' ED'
- - - - - -N
- 1 CEILING -
X
b
X / 1 1 N
N _
N ♦ ` N
1 1
1 1
♦ 1 1 �
1 1
♦ 1 1 �
1 1
1
1 1
1 1
1 1
1 1
1 1
t 1
1 1 ,
1 1
1 1 \
/ 30"AFF (TYP.)
(2)1-3/4X9-1/2 X9-1/2 M� HDR.
CTN30-2 TW3046-2
24' -OI'
2ND. FLOOR PLAN
SCALE: 1/4•• = 1'-0"
1/4" = 1'-011
EX. DOOR
77/
1
I
i
I
I
I
I
I
I
4
I
I
III
_
II
II
I-----�
I
I
'I
I--
I
-
--�
J Mlm--
i
MULTIPLE PLYWOOD ASSEMBLIES
2 - 2X4 DFX2 STUD6 CONNECTED
TOGETHER WITH STAINLESS STEEL
OR GALVINIZED BOLTS W/ WASHERS
AND NUTS 0 X -V D.C.
3/4" ATM PLYWOOD
—SHEATHING
#10 STAINLESS STEEL
OR GALVANIZED
WOOD SCREWS W/
WASHERS • 12" O.0
u� TvD SHEATHING
GRADE PLYWOOD
(ALTERNATIVIVE: 7116" O.S.S.)
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/161,
AND MAXIMUM PANEL SPAN OF 9 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL
CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
CTN30-2 TW3046-2
(2) 1-3/4X9-1/2 M HDR. ��
3o"AFF (TYP.) /
1 1
` 1 I
1 1
1
1 1 /1 1
1 1 ,
` 1 1
\ /
1 1
1 1
1 1
i 1
1 I
1 1 ,
ol
1 1 /
DN \ 1 1
1 1 ,
T_
= 1 1 =
_ _ - 4A' ED'
- - - - - -N
- 1 CEILING -
X
b
X / 1 1 N
N _
N ♦ ` N
1 1
1 1
♦ 1 1 �
1 1
♦ 1 1 �
1 1
1
1 1
1 1
1 1
1 1
1 1
t 1
1 1 ,
1 1
1 1 \
/ 30"AFF (TYP.)
(2)1-3/4X9-1/2 X9-1/2 M� HDR.
CTN30-2 TW3046-2
24' -OI'
2ND. FLOOR PLAN
SCALE: 1/4•• = 1'-0"
1/4" = 1'-011
EX. DOOR
REPLACE EX. DOOR REPLACE EX. DOOR
24'-O"
ST. FL
LU O
fV
fV
R PLAN
1/4" = 1'-
cn
z
0
H
Q
W
J
Q
vo
d
e� a
C.0 Z qct
u7
w
co Q N
00(o
m = ti
0
a. 0
0
DRAWN BY: JF/MH
June 05, 2011
SCALE: NTS
SHEET NO:
77/
1
M
1_ II
_1
co
-------------------------
2) 1 3
X 1 7/8 ML w/ 1/2' STEEL FLITCH PLATE
p
s
10
ry
�---
- -- ---- ------
Cl
---------- -----------�
1
R
1 I 1
1
1
I
A
N
r
1 1
1 1 1 fV
1 1 1
I 1 1
1 1 1
I
1
1
1
1 1 1
1 1 1
1 1 1
1 1 ~ I
1
1
1
1
1
1 1
1 1 1
1 I 1
1 1 1
i
I
1
1 1 I
1 1 1
- (2) 1-3/4X11-7/8 M L H D R. -
V
(2) 1-3/4X11-7/8 ML HDR.
REPLACE EX. DOOR REPLACE EX. DOOR
24'-O"
ST. FL
LU O
fV
fV
R PLAN
1/4" = 1'-
cn
z
0
H
Q
W
J
Q
vo
d
e� a
C.0 Z qct
u7
w
co Q N
00(o
m = ti
0
a. 0
0
DRAWN BY: JF/MH
June 05, 2011
SCALE: NTS
SHEET NO:
WIND
LOAD
PATH
CONNECTION
AND
CONSTRUCTION
DETAIL
DRAWINGS
USE THE FOLLOWING APPROVED USF' METAL CONNECTORS FOR PROPER WIND RESISTANT t GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE
MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
• RAFTER WALL STUD
ENDWALL CRIPPLE STUD
o BOTTOM PLATE
o RIDGE
LEDGER BATHTUB cn
HEADER DOUBLE JOIST Z
SIDEWALL
JACK STUDS RAFTER H
FLOOR USP NUMBER DESCRIPTION APPLICATION x
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS Q F4
1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ONBATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT � . 1 a
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6 -2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER /LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE w A
BLOCKING 024"OC ^
WALL STUD / ~ IOC
THROUGH -ROOF EXHAUST' w
VENTS SELECTED AND
LOCATED BY CONTRACTOR O
METAL STRAP CRICKET AT TOP -SIDE OF Z O
VENTILATION CHANNEL O �
RIM BOARD CHIMNEY RAFTER AS REQUIRED
WALL SHEATHING RAFTERS
SILL PLATE(S) � VENTILATION WOOD JOIST r --I
SIDEWALL FLASHING
BLOCKING ~
FOUNDATION � ', � ', � ', � ', � TOP PLATE BLOCK[NG O
FINISH WALL AND MOISTURE 2x4 LEDGER
STAPPING TO BE ATTACHED TO WALL STUDS 049"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST 0
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'0" O.C. �,�� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
4"- 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 4 INCH IN DIMENSION. v, OFFITED EAVE
811- 14#1 LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS �' AND SO AS TO MAINTAIN AIR CONNECT TO
ON ALL OPENINGS71 GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. ACTION
1411-16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / 8w- 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO ROOF VENTILATIONOVER BEARING WALLS AND HEADERS
EACH RAFTER
ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL
2ND. FLOOR WALL�, OF FLASHING
' ROOFING LAPS BASE
lowFLASHING 4INCHES � \
BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
(� TOP PLATE
LLGIRDER/HEADER
1 ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 049"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD —
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS
INSTALL 4'0" O.C. AS TO FORM DRAINAGE CHANNELS AND
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE -MANUFACTURED
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 8"- 16" AIR PASSAGE MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS W
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. I REDUCE BUMP OUTS ui
��Z
DBL. SILL PLATE ,J V ( �
Z Lo
SUBFLOOR
TERMITE SHIELD J Z C_ - a)
SILL GASKET �--
/ 1 WOOD JOISTS W C N
1 J Lo
NEOPRE
6 MfL
TYP. CONC. FOUNDATION A \
CONC..POLY SLAB GASKET NE �, 1 2x6 /2x8 CONTINUOUS WOOD PLATE Q O O (�
DAMPPROOF EXTERIOR v
GRANULAR FILL
6MIL POLY ON EXTERIOR � � � � � , � � � _ , , � , �� � � Z
' � 1 BOLTED t0 STEEL BEAM WITH
r v STEEL COLUMN 1 1/2 DIA. BOLTS +� 48 o.c. STAG, O
`a - dr ° ROOF JACK �� �\ Cr)
CONC. SLAB
` \ 11 11 STEEL BEAM O
A COMPACT FILL�1 p �` 1 4" x 1/4" x 8" STEEL W
ROOFING LAPS � TOP AND BOTTOM PLATE
KEYWAY FOOTING p v a • FLASHING AT , WITH 1/2" x 6" ANCHOR BOLT
�' '� c- CONC. FTG. a A6'a G O
r ° , a ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �, 1/2" GROUT
(USP lBPS58 OR BP583) �
1 n \' 3" STEEL COLUMN
DRAIN TILE t7 REINFORCING BAR FOUNDATION 5/8 DIA. ANCHOR BOLT ,
ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS - I i • l 10 KIPS
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM '
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB -ON -GRADE ROOF JACKS t VENTS DETAIL
Ir
-- SUBFLOOR
CONC. SLAB
DOOR FRAME
6X6 10/10 WWM
COMPACT FILL
i
DOaR E
Q--- JOIST
^\X
i USE 2x9
DRAWN BY: JF/MH
FOR BLOCKOUT
STEEL BEAM
4" SLAB rt -
P.T. PLATE/ACE
�
�.
SLOPE
W/ 6X6 WMM 4' DR YEWAY—.-a .
•
NOTCH JOIST AND ADJUST HEIGHT
June 05, 2011
1/2" AIR
AT END AND
° 1 1/21 •-
(WITH A NAILING PLATE IF NEEDED)
DES OF WOOD
. ,•
, n
' ° ' ° ► ' •
TO BE APROX. 1/2" OR HIGHER THAN
STEEL BEAM TO ALLOW FOR SHRINKAGE
SCALE: NTS
GRADE
a yt `� 1 /
��
c -
BEAMS
° °
a. . . . ,Q
(PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12"
MIN. 'o c - ° c
6X6 W.W.M.
'^ 4% L`'a A'�
° �� NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM
D o ,
, a o �_
�- SUBFLOOR
Ewy
•'� � REINFORCING BAR
- -
. I REINFORCING BAR
�- NOTCH EQUALS 1/4 DEPTH OF BEAM
a .
° ^
1 ° °� p ' ,
a a. p
JOIST
�'9
SHEET NO:
DRAIN TILE I - „ -►I
12
a :. SHEET METAL / 30* FELT UNDER BEAM AT POINT
—
t� ` �. ° �. °ao
OF CONTACT WITH CONCRETE OR CONC. BLOCK
_ _
STEEL BEAM
a 3..
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS
THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS.
'A ° A SHIMS TO LEVEL BEAM
PLATE (BOLTE
REINFORCE FOOTING WITH (2) 4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM
GARAGE DOOR $LOCKOUT
BEAM POCKET
GENERAL NOTES
WIND FRAMING NOTES
NAIL
1). RIDGE -TO -RAFTER ASSEMBLY:
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4.
SPACING
SPACING
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required
8d AS PER TABLE 3.8
CONSTRUCTION NOTES:
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap.
2). RAFTER -TO -WALL ASSEMBLY:
1). The information within this set of construction documents is related to basic design
intent and framing details. They are intended as a construction aid , not a substitute
Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in
for generally accepted good building practice and compliance with current New York
accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters
State building codes. The General Contractor is responsible for providing standard
or trusses shall be attached to the wall top plate and the wall top plate shall be attached to
construction details and procedures to ensure a professionally finished, structurally
the to the wall stud with uplift connections. Roofs overhanging the rake side of the building
sound and a weatherproof completed product.
shall be connected with uplift connections in accordance with table 3.3c.
2). The General Contractor is responsible for ensuring that all work and construction
3). WALL-TO-WALL ASSEMBLY:
meets current federal, state, county and local codes, ordinances and regulations, etc.
Wall studs above and studs below a floor level shall be attached with uplift connections in
These codes are to be considered as part of the specifications for this building and
accordance with table 3.3b. When wall studs above do not fall in line with studs below, the
should be adhered to even if in variance with the plan.
studs shall be attached to a common member in the floor assembly with uplift connectors in
WFCM - SBC
accordance with table 3.3.
3). Dimensions shall take precedent over scaled drawings.
CEILING JOIST LAPS
(DO NOT SCALE DRAWINGS).
4). WALL ASSEMBLY TO FOUNDATION:
FACE
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift
4). The designer has not been engaged for construction supervision and assumes no
connectors. Steel straps shall have a minimum embedment of 7 inches in concrete
responsibility for construction coordinating with these plans, nor responsibility for
foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under
construction means, methods, techniques, sequences, or procedures, or for safety
the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the
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
specific use expressed or implied in the use of these plans.
spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing,
NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all
5). Refer to the Window and Door schedule for exterior openings.
corners.
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets
5). TYPE I EXTERIOR SHEARWALL CONNECTIONS:
or exceeds manufacture's specifications and applicable codes.
Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior
NAIL
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and
7). The General Contractor is to consult with the owner for all built-in items
1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel
such as bookcases, shelving, pantry, closets, trims, etc.
edges and 10" o.c. in the field shall be in accordance with the length requirements specified
NAILING SCHEDULE
in table 3.15a -b.
8). Wind load requirements shall be taken into account during construction.
6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS:
Type II exterior shearwalls shall meet the requirements of table 3.15a -b times the appropriate
FOUNDATION NOTES:
1). The General Contractor and Mason to review plans, elevations, details and notes to
length adjustment factors in table 3.16.
determine intended heights of finished floor(s) above typical grade.
7). INTERIOR SHEARWALL CONNECTIONS:
2). All footings to rest on undisturbed (virgin) soil. (MIN. SOIL STRENGTH AT 2000psi)
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when
interior shearwalls are used. Sheathing and connections shall be in accordance with
3). Provide 1/2" expansion joint material between concrete slabs and abutting
2.4.4.2 and 2.2.4 respectively.
concrete or masonry walls occuring in exterior or unheated interior areas.
8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS:
4). Any new concrete walls being attached to existing concrete structure shall
Header and/or girder connections shall be attached with uplift connections in accordance
with table 3.5. Window sill plates shall be have steel connectors in accordance with table
be installed with #4 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation.
3.5.
5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be
RESCHECK
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs
9). CATHEDRAL CEILING ASSEMBLY:
to be minimum 3-1/2 Inch thick. All fill to be compacted to 95% relative density with
Where a ridge is to be used as a structural beam, the rafters shall either be notched and
6" maximum lifts (layers).
anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one
along the open ceiling part of the building. Connections to the ridge and wall shall be be
attached with the above requirements.
8x16 cast iron foundation vent for every 150 sq. ft. of area.
DECK AND COVERED PORCH NOTES:
7). Dampproof exterior of foundation with bituminous coating as per
1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber.
N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over
the below grade portion of exterior walls prior to backfilling.
All fasteners, hangers and anchors to be galvinized or stainless steel.
8). Drainage as per town and N.Y.S. Residential Construction Code.
2). Girders for deck joists to be bolted to each post with washers and nuts.
Girders on concrete piers shall be anchored with proper steel connectors anchored
into 1/2 dia 7 long
FRAMING NOTES
concrete with a minimum x anchor bolt with washers and nuts.
3). posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing.
1). All framing techniques and methods as prescriptive design of current SBC High Wind
Edition Wood Framing Construction Manual.
Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft.
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR.
below grade. Porches with covered roofs shall have 12" dia, concrete piers for the girders.
Douglas Fir.
4). Deck joists to have blocking at 8'0 o.c..
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted
5). A minimum of 10 inch flashing shall be installed between the building and ledger.
otherwise.
Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts
4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir.
where needed.
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all
6). Concrete piers shall be a minimum 6" above grade.
openings. LVL headers to have (3) jack studs and (2) full length studs on each side of
openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall
7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored
openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 89. Provide fire
to girder(s).
and blocking where applicable.
5). All flush beams/headers to be installed with heavy duty galvinized hangers and
8). Covered Roofs shall be assembled and anchored the same manner as a typical building.
anchors where applicable to all connecting joists.
PLUMBING NOTES
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs.
1). All water supply, drainage and venting to be installed as per N.Y.S. Residential
Floors to have ceramic the installed shall be verified for proper load capacity unless noted
Construction Code.
on plans.
2). Verify septic system with the Engineer for Suffolk County Health Department approval.
7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists
under all bearing walls.
3). If wall studs, plates or joists are cut out during installation for any plumbing related work,
provide adequate bracing and plates to protect and secure the structure. Verify with the
8). Provide insulation baffles at eave vents between rafters. Install draft blocking as
state code and manufacture's recommendation for maximum hole size and spacing permitted.
needed.
HVAC SYSTEM NOTES
9). Unless otherwise rioted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers.
1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety
requirements.
10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed
2). HVAC subcontractor is to fully coordinate all system data and requirements with the
over subfloor as per manufactures instructions.
equipment supplier.
11). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and
3). HVAC subcontractor to provide final system layout drawing and submit it to the General
Contractor and owner for final review and approval.
ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building
to have regular 1/2" sheetrock. All walls to be taped and finished.
ELECTRICAL NOTES:
12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or
1). All electrical to be installed as per N.Y.S. Residential Construction Code.
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM
torch down type material over.
2). All electrical work shall be approved by a qualified Underwriter.
13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to
3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
of N.Y.S. Residential Construction Code.
NAILING SCHEDULE
ROOF FRAMING.-
JOINT
RAMING:
JOINT DESCRIPTION
QTY
NAIL
NOTES
SPACING
SPACING
SPACING
8d AS PER TABLE 3.8
RAFTER TO
8' WALL: 3-8d COMMON
EACH
FACE NAIL
TOP PLATE
10' WALL: 4-8d COMMON
RAFTER
TOE -NAIL
CEILING JOIST
8' WALL: 3-8d COMMON
EACH
FACE
TO TOP PLATE
10' WALL: 4-8d COMMON
JOIST
TOE -NAIL
CEILING JOIST TO
AS PER TABLE 3.7
EACH
FACE
PARALLEL RAFTER
WFCM - SBC
LAP
NAIL
CEILING JOIST LAPS
AS PER TABLE 3.7
EACH
FACE
OVER PARTITION
WFCM -SBC
LAP
NAIL
COLLAR TIE
AS PER TABLE 3.4
EACH
FACE
TO RAFTER
WFCM - SBC
END
NAIL
BLOCKING
2 - 8d COMMON
EACH
TOE
TO RAFTER
SEE CONSTRUCTION ANDWIND PATH CONNECTION
END
NAIL
RIM BOARD
2 -16d COMMON
EACH
END
TO RAFTER
NAILING SCHEDULE
END
NAIL
WALL FRAMING:
JOINT DESCRIPTION
QTY
NAIL
NOTES
SPACING
SPACING
SPACING
8d AS PER TABLE 3.8
TOP PLATE TO
2 -16d COMMON
PER
FACE NAIL
TOP PLATE
6d COMMON
FOOT
SEE NOTE: 1
TOP PLATES AT
4 -16d COMMON
JOINTS
FACE
INTERSECTIONS
WALLBOARD
EA. SIDE
NAIL
STUD TO
2 -16d COMMON
24"
FACE
STUD
DECKS
O.C.
NAIL
HEADER TO
16d COMMON
16" O.C.
FACE
HEADER
11
ALONG EDGES
NAIL
TOP OR BOTTOM
2 - 16d COMMON
PER 2x4 STUD
END
PLATE TO STUD
3 -16d COMMON
PER 2x6 STUD
NAIL
BOTTOM PLATE TO: PER FACE NAIL
FLOOR JOIST, BAND JOIST, 2 -16d COMMON FOOT SEE NOTE: 1,2
END JOIST OR BLOCKING
FLOOR FRAMING:
JOINT DESCRIPTION
QN
NAIL
NOTES
SPACING
SPACING
SPACING
8d AS PER TABLE 3.8
JOIST TO:
4 - 8d COMMON
PER
TOE
SILL, TOP PLATE OR GIRDER
6d COMMON
JOIST
NAIL
BRIDGING
2 - 8d COMMON
EACH
TOE
TO JOIST
WALLBOARD
END
NAIL
BLOCKING
2 - 8d COMMON
EACH
TOE
TO JOIST
DECKS
END
NAIL
BLOCKING TO:
3 -16d COMMON
EACH
TOE
SILL OR TOP PLATE
11
BLOCK
NAIL
LEDGER STRIP
3 - 16d COMMON
EACH
FACE
TO BEAM
200
JOIST
NAIL
JOIST ON LEDGER
3 - ad COMMON
PER
TOE
TO BEAM
SEE CONSTRUCTION ANDWIND PATH CONNECTION
JOIST
NAIL
BAND JOIST
3 -16d COMMON
PER
END
TO JOIST
NAILING SCHEDULE
JOIST
NAIL
BAND JOIST TO:
2. 16d COMMONT
PER
TOE NAIL
SILL OR TOP PLATE
FOOT
SEE NOTE: 1
ROOF
SHFATHING-
TRUSS DESIGN
N/A - STANDARD STICK FRAME CONSTRUCTION
JOINT DESCRIPTION
NAIL
QTY
NAIL
NOTES
SPACING
SPACING
STRUCTURAL PANEL
8d AS PER TABLE 3.8
7" O.C. EDGE
WFCM-SBC
8d COMMON
CEILING SHEATHING:
JOINT DESCRIPTION
NAIL
NAIL
NOTES
QTY.
SPACING
GYPSUM
WALLBOARD
5d COOLERS
7" O.C. EDGE
PANELS
8d COMMON
10 O.C. FIELD
WALL SHEATHING:
JOINT DESCRIPTION
NAIL
NAIL
NOTES
QTY.
SPACING
STRUCTURAL
8d COMMON
AS PER TABLE 3.9
PANELS
8d COMMON
WFCM-SBC
7/16" OSB
6d COMMON
3" O.C. EDGE
PLYWOOD
PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
6 O.C. FIELD
GYPSUM
5d COOLERS
711 O.C. EDGE
WALLBOARD
FRAMING ELEMENTS
10" O.0 . FIELD
FLOOR SHEATHING:
JOINT DESCRIPTION
NAIL
NAIL
NOTES
QTY.
SPACING
STRUCTURAL PANELS
RESIDENTIAL DWELLING
6" O.C. EDGE
1" OR LESS 1
8d COMMON
1211 O.C. FIELD
NOTES:
THESE NOTES ARE ONLY TO BE REFERRED TO IF
MENTIONED IN SCHEDULE NOTES ONLY.
1). Nailing requirements are based on wall sheathing
nailed 6" on -center at the panel edge. If wall sheathing
is nailed 3" on -center at the panel edge to obtain higher
shear capacities, nailing requirements for structural
members shall be doubled, or alternate connectors,
such as shear plates, shall be used to maintain load path.
2). When wall sheathing is continuous over connected
members,the tabulated number of nails shall be permitted
to be reduced tot - 16d nail per foot.
PLAN CONTENTS:
OCCUPANCY CLASSIFICATION
R3 RESIDENTIAL
SEISMIC
NOTES
FROST
AT PANEL EDGES
BUILDING USE
RESIDENTIAL DWELLING
ICESHIELD
BUILDING HEIGHT
SNOW
SPEED
TOTAL SQ, FT, OF CONSTRUCTION
WEATHERING
LINE
DESIGN CRITERIA
PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
DESIGN
CURRENT SBC NIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
FLOOD
HAZARDS
LOAD
(MPH)
FRAMING ELEMENTS
AS PER FLOOR PLANS CROSS SECTION AND GENERAL
NOTES
EXT. BALCONIES
S0
REQUIRED
DECKS
4,0
110
ATTICS w/o STORAGE
10
DESIGN LOAD CALCULATIONS
(LIVE LOADS PSF)
ATTICS w/ STORAGE
ROOF (GROUND SNOW LOAD)
ROOMS (OTHER THAN SLEEPING)
20
20
40
11
ROOMS (SLEEPING)
30
STAIRS
40
GAURDRAILS (ANY DIRECTION)
200
MODERATE
EXPOSURE CATAGORY
LOAD PATH
SEE CONSTRUCTION ANDWIND PATH CONNECTION
(ROOF - FOUNDATION)
DETAIL PAGE 4 GENERAL NOTE PAGE
NAILING SCHEDULE
SEE GENERAL NOTE PAGE
EGRESS
SEE FLOOR PLANS AND WINDOW SCHEDULE
FIRE PROTECTION
(SMOKE 4 CO2 DETECTORS)
SEE FLOOR PLANS
TRUSS DESIGN
N/A - STANDARD STICK FRAME CONSTRUCTION
ENERGY CALCULATIONS
RESCHECK
CLIMATIC & GEOGRAPHIC DFSIC-2N C.RITFRIA
GROUND
WIND
SEISMIC
NOTES
FROST
AT PANEL EDGES
SUPPORTS IN THE PANEL FIELD
WINTER
ICESHIELD
8d COMMON @ 6" O.C.
SNOW
SPEED
DESIGN
WEATHERING
LINE
TERMITE
DECAY
DESIGN
UNDERLAYME14T
FLOOD
HAZARDS
LOAD
(MPH)
CATEGORY
SEE NOTES: 1,3
DEPTH
TEMP.
REQUIRED
20 LBS.
110
B
SEVERE
3 FT.
MODERATE
SLIGHT TO
11
NONE
TO HEAVY
MODERATE
ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
SHEATHING LOCATION
NAIL SPACING
NAIL SPACING AT INTERMEDIATE
NOTES
AT PANEL EDGES
SUPPORTS IN THE PANEL FIELD
4' PERIMETER EDGE ZONE
8d COMMON @ 6" O.C.
8d COMMON @ 6" O.C.
SEE NOTES: 1,3
INTERIOR ZONE
8d COMMON @ 6" O.C.
8d COMMON @ 12" O.C.
SEE NOTES: 1 ( BOTH FIELDS)
INTERIOR ZONE
8d COMMON @ 6" O.C.
8d COMMON @ 12" O.C.
NOTE: 2 FOR PANEL FIELD
GABLE ENDWALL RAKE AND RAKE TRUSS
8d COMMON @ 4" O.C.
8d COMMON @ 4" O.C.
SEE NOTES: 1,3
NOTES
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
the 4 foot perimeter edge zone attachments required shall be used.
2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49.
For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c.
3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For
framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
SHEATHING LOCATION
NAIL SPACING
NAIL SPACING AT INTERMEDIATE
NOTES
AT PANEL EDGES
SUPPORTS IN THE PANEL FIELD
4' EDGE ZONE
8d COMMON @ 6" O.C.
8d COMMON @ 12" O.C.
SEE NOTES: 1, 3 ( BOTH FIELDS)
NOTE: 2 FOR PANEL FIELD
INTERIOR ZONE
8d COMMON @ 6" O.C.
8d COMMON @ 12" O.C.
I SEE NOTE: 3
NOTES
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall
be used.
2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with
G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.
3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails.
NOTE:
CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
1). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
FIREBLOCKING REQUIRED
Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal)
and to form an effective fire barrier between stories, and between a top story and the roof space.
Fireblocking shall be provided in wood -frame construction in the following locations.
1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor
levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
using parallel rows of studs or staggered studs.
2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
drop ceilings and cove ceilings.
3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces
under stairs shall comply with N.Y.S. Residential Code.
4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of
flame and products of combustion.
5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code.
Cf)
Z
0
W a
J w A
Q A O
CnO
Z 0
0 o
H
Q
(�. W
W
Z
.� (D zU.)
W (0pN
J
I
Q 00(D
Z _ ~
• O .H^
0-O
W
O
DRAWN BY: ]F/MH
June 05, 2011
SCALE: NTS
SHEET NO:
IN