HomeMy WebLinkAbout42960-Z Foil�C®� Town of Southold 3/1/2019
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40219 Date: 2/25/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 3575 Mill Rd, Peconic
SCTM#: 473889 Sec/Block/Lot: 67.-2-12
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/14/2018 pursuant to which Building Permit No. 42960 dated 8/20/2018
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"as built" front deck addition staircase addition on rear/side of an existing one family dwelling as applied for per ZBA
#7130, dated 2/15/2018.
The certificate is issued to Baskurt,Erol
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
j U,00
ed Signature
FDZ
/r Town of Southold 3/1/2019
P.O.Box 1179
co T 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40239 Date: 3/1/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 3575 Mill Rd, Peconic
SCTM#: 473889 Sec/Block/Lot: 67.-2-12
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/14/2018 pursuant to which Building Permit No. 42960 dated 8/20/2018
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
outdoor shower stall addition to an existing one family dwelling as applied for.
The certificate is issued to Baskurt,Erol
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
6 in
AJU
o ed Signature
suFFn TOWN OF SOUTHOLD
BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42960 Date: 8/20/2018
Permission is hereby granted to:
Baskurt, Erol
3575 Mill Rd
Peconic, NY 11958
To: legalize "as built" front deck addition to existing single-family dwelling as applied for
per ZBA approval with flood permit. Additional certification may be required.
At premises located at:
3575 Mill Rd, Peconic
SCTM # 473889
Sec/Block/Lot# 67.-2-12
Pursuant to application dated 6/14/2018 and approved by the Building Inspector.
To expire on _2/19/2020.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $479.20
CO -ADDITION TO DWELLING $50.00
Flood Permit $100.00
Total: $629.20
Bui nspector
Verity, Mike
From: Richter,Jamie
Sent: Tuesday, December 04, 2018 2:46 PM
To: Verity, Mike
Subject: FW: Baskurt- 3575 Mill Lane Peconic
Mike
The contractor delivered pictures of the French drain installation.
This project is Considered to be complete.
Please let me know if you need a more formal approval.
Jamie
James A. Richter
James A.Richter, R.A.
Stormwater Manager
Office of the Engineer
Town of Southold, New York
Stormwater Management Control Plan Website:
http://www.southoldtoWmy.gov/index.aspx?nid=l 95
Office: 631-765-1560
CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged
information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is_
prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the
intended recipient, please contact the sender and destroy all copies of the communication.
From: Erol [mailto:erolbaskurt@aol.com]
Sent: Friday, November 30, 2018 10:29 PM
To: Richter,Jamie
Subject: Fwd: Baskurt- 3575 Mill Lane Peconic
Mr Richter.
Please see below.
Thank you.
Erol Baskurt
516-286-8145
From: Erol<erolbaskurt@aol.com>
Date: November 12, 2018 at 6:02:16 PM EST
To: Jamie.Richterntown.southold.ny.us
Subject: Baskurt- 3575 Mill Lane Peconic
i
APPLICANT. S.C.T.M.# 1000CHAPTER 236
(Property Owner,Design Professional,Agent,Contractor,Other) —�,,— bQs�/r--
NAME A &5 Ku�.� Section B ck LotE��
STORMWATER - DRAINAGE
Date: LZ rs 01*:A" INSPECTION REPORT FORM
1gm_tul'e Telephme Nunber
DESCRIPTION OF SITE WORK TO BE COMPLETED COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA
YES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval.
a. Maintenance of Erosion&Sediment Controls 0�
b. Limits of Clearing& Area of Proposed Land Disturbance. �0
c. Condition of Stockpiled Soils.
d. Verification of Size&Depth of Leaching Pools. 00
e. Verification of Drain Pipe Installation/Concrete Parging. �0
f. Driveway installation within the Town ROW-Highway Specifications
g. Final Site Grading-Effect on Adjacent Property
h. Inspection of Gutter&Leader System-Drainage Piping
i. Instalation of proposed Swimming Pool and discharge ring. 00 _
I. Inspection of Construction Entrance/Staging Area(s).
k. Location of proposed concrete washout area(s). J IL
A Final Inspection Report must be completed prior to issuance of Certificate of Occupancy. The applicant has three options for certification of dr i e installations .
* O * 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the t to of Ne�v, rk. i
TION#: otographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. � 1 8 2 18
O PrM":3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department.
OPTION#: 1. OPTION*-2. ,�.Y' a K -'T•
Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placeiiieiit-` T-
&Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location
Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading.
Town Engineering Department.
TOS Review NOTES- TOS Review NOTES:
FOR ENGINE IN DEPAR U NLY**** Additional Work is Required for Approval.
Reviewed& M SMCP Installation is Not Complete. (See Notes Above)
Approved By: — — — — — — — — — — — — — — — — — — — — — — —
Stormwater Management Plan Installation has been
Date. Inspection#: Completed & Approved by the Engineering Department.
FORM # SWC Inspection Report Form-TOS October 2014
SOF so
# TOWN OF SOUTHOLD BUILDING DEPT.
MuMv 765-1802
INSPECTION
[ ] FOUNDATION1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] JNSULATION
[ ] FRAMING /STRAPPING [ FINAL FOn i- b&-A
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: : S o I RAt—lriko�,� Qom.
ray-
fA*XA- nh
DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST) � y
--------------------------------------
'FOUNDATION (2ND)
' O
ROUGH FRAMING&
PLUMBING y
INSULATION PER N.Ys H
STATE ENERGY CODE
al lsstA1 M► �/1 t
�fl 4
FINAL n —
lo
ADDITIONAL COMMENTS
1,y-cz6r mss l
Z
V,136
r „
I c
01, 0
z
d
H
J
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,200 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved ,20 Mail to:
Disapproved a/c
Phone:
Expiration ,20
M(� DISAPPROVALB i ding I ector
17D nV' , LICATION FOR BUILDING PERMIT
AUG 1 0 2017
Date — l0 , 20 l 7
PUH1DING DE;I:T'T. INSTRUCTIONS
TOM OF SOUTHOLD
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.
Signature of applicant or name,if a corporation)
$-(02-05, /Pta,v,Ada
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation,;signaftire�of duly authorized officer
(Name and;t'itl`e`"of corporal e:off cer) .;
Builders License-No.
Plumbers License No. `
Electricians License No. yLLs
Other Trade's License No.
�lL�,vtiwv�.c�
1. Location of 1pd on which proposed work will be Ine:
House Number Street Hamlet
County Tax Map No. 1000 Section �� Block Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended u and occupancy of proposed construction:
a. Existing use and occupancy Hie, t
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 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions, of.same,structurbiwith alterations or additions: Front Rear
Depth AL.eight Number of Stbries'
4t -
Xase t _
8. Dimensions of entire new construction: Front Rear J,`'. ' Depth
a
Height Number of Stories_
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES 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.
STATE OF NEW YORK)
SS:
COUNTYLZA--
being duly sworn, deposes and s that(s)he is the applicant
(Name of individual signing contract) above named, Notary Pub0c,State of New York
No.01 BU81 aBNO
(S)He is the Oual fed M Sufbt
(Contractor gent, Corporate Officer, etc.) Commission Expires April 14,2
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 beast 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 thi
day of I I4 S- - 20
Notary Public V Signature of Applicant
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: October 23, 2017
TO: Patricia Moore (Baskurt)
51020 Main Road
Southold,NY 11971
Please take notice that your application dated August 10, 2017:
For permit to legalize as built additions and alterations to existing single-family dwelling
at:
Location of property: 3575 Mill Road, Peconic,NY
County Tax Map No. 1000 - Section 67 Block 2 Lot 12
Is returned herewith and disapproved on the following grounds:
The as built construction, on this nonconforming 9,112 sq. ft. lot in the Residential R-40
District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots
measuring less than 20,000 square feet in total size require a front yard setback of 35 feet
and a minimum side yard setback of 10 feet.
The construction has a front yard setback of 14.3 feet and a minimum side yard setback
of 7.1 feet.
rb
Authorized ig ature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,Z.B.A.
r
v BOARD MEMBERS OF SO Southold Town Hall
�eslie Kanes Weisman,Chairperson �� yp 53095 Main Road•P.O.Box 1179
h0 l0 Southold,NY 11971-0959
Patricia Acamporat Office Location:
Eric Dantes y Town Annex/First Floor,Capital One Bank
Gerard P.Goehringer �Q 54375 Main Road(at Youngs Avenue)
Nicholas PlanamentoCOUNTI Southold,NY 11971
E
,
2ECIV� http://southoldtownny.gov
® D ZONING BOARD OF APPEALS
FEB 2 2 2018 TOWN OF SOUTHOLD
Tel.(631)765-1809•Fax(631)765-9064 PEBL2
IVED
9:�7 ate__
18UiI�I)Y1iGB&VNIDINGS,DELIBERATIONS AND DETERMINATION 2 2018
TOWN OF S® � MEETING OF FEBRUARY 15,2018
e4
ZBA FILE# 7130 S thold Town le�rk
NAME OF APPLICANT: Erol Baskurt
PROPERTY LOCATION: 3575 Mill Road, Peconic,NY SCTM No. 1000-67-2-12
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type H 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 November 28, 2017 stating that this application is considered a matter for local determination as there
1 appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated January 22, 2018. Based upon the information
provided on the LWRP Consistency Assessment Form, as well as the records available, it is recommended that that
the proposed action be EXEMPT from Coastal Consistency Review.
PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 9,112 square foot parcel located
in an R-40 Zoning District. The parcel runs 53.21 feet along Mill Road(Inlet Road), 171.78 feet on the South side,
50 feet on the West side, and 192.10 feet on the North side. The parcel is improved with a one story frame house,
two frame sheds, an outdoor shower, and a gazebo. All is shown on a survey prepared by Howard Young LLS last
revised July 24, 2017.
BASIS OF APPLICATION: Request for Variance(s)from Sections 280-124; and the Building Inspector's October
23, 2017, Notice of Disapproval based on an application for a building permit to legalize "as built" additions and
alterations to an existing single family dwelling, at; 1) less than the code required minimum front yard setback of
35 feet; 2) less than the code required minimum side yard setback of 10 feet; located at: 3575 Mill Road, Peconic,
NY. SCTM#1000-67-2-12.
RELIEF REQUESTED: The applicant requests a variances to legalize as built additions to an existing single
family dwelling which involves a deck and staircase that results in a front yard setback of 14.3 feet and a side yard
setback of 7.1 feet according to the site plan prepared by Louis Schwartz, P.E., of Tide Runner Engineering and
Design (Cover Sheet, Page C-1). A survey prepared by Howard W. Young, L.S. dated July 24, 2017 was also
submitted, which depicts the front yard setback as 14.6 feet, and a side yard setback of 7.2 feet. The Town Code
requires a minimum front yard setback of 35 feet or the applicant to meet the average front yard setback of other
4
Page 2,February 15,2018
#7130,Baskurt
SCTM No. 1000-67-2-12
houses on the block. On this block the average front yard setback is 14.83 feet as indicated on a survey prepared
by Howard W. Young,L.S., last revised July 24, 2017. The Town Code requires a minimum side yard setback of
10 feet.
ADDITIONAL INFORMATION: The applicant has an open building permit to raise the existing house to
conform to FEMA regulations. On August 11, 2017 a Certificate of Occupancy, No. 39121, was issued for
"alterations (raise house) to an existing one family dwelling (with covered porch not included) for flood
compliance as applied for." A letter was received from a neighbor and one neighbor appeared at the hearing,both
expressing support for the requested variance.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on February 1, 2018 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:
1. Town Law $267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes on non-
conforming size lots. The non-conforming side yard setback is existing. The non-conforming front yard setback is
slightly less than the average setback of 14.83 feet,which can be considered de minimus.
2. Town Law 5267-b(3)(b)(2). The benefit sought by the applicant for the side yard variance cannot be achieved
by some method, feasible for the applicant to pursue, other than an area variance. Since, the side yard setback is
existing, there is no reasonable way to meet the conforming setback The `as built' deck attached to the stairs
aesthetically and practically contributes to the design of the home's front fagade. In calculating the neighboring
average front yard setbacks,the 14.3 feet distance is deficient by approximately 5 inches(14.83 feet).
3. Town Law 4267-b(3)(b)(3). The variance(s) granted herein for the front yard setback is not mathematically
substantial, representing 2% relief from the code. The variance granted herein for the side yard setback is
mathematically substantial representing 28%relief from the code. However,the side yard setback is existing.
4. Town Law 4267-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
applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The record indicates that
two neighbors are in support of the variance request.
5. Town Law 4267-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. In raising
the house, consistent with FEMA regulations, a staircase mandatory for access to ground level was built that
included an additional 4 feet of decking for a total of 8 feet width which was added to the front of the dwelling.
6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a deck attached to a mandatory staircase 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 Dantes , seconded by Member Weisman
(Chairperson), and duly carried,to
Page 3,February 15,2018
#7130,Baskurt
SCTM No. 1000-67-2-12
GRANT the variances as applied for, and shown on a Site plan and Architectural plans prepared by Louis
Schwartz,P.E., of Tiderunner Engineering and Design, dated October 9, 2015
SUBJECT TO THE FOLLOWING CONDITIONS:
The front yard wood deck shall remain open to the sky.
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
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.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of
Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a
subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such
variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,
grant an extension not to exceed three(3)consecutive one(1)year terms.
Vote of the Board: Ayes: Members Weisman(Chairperson),Planamento, and Dantes (Member Acampora and
Member Goehringer were absent) This Resolution was duly adopted(3-0)
4:�—/Ulw r--
Leslie Kanes Weisman, Chairperson
Approved for filing a /2018
C 'iI r Y r 1 �� 'y � frr«-rt Il,tll. S-lll�t A•la�
j'�P'13.,H T. T.CRR 1 +— ' • '_.
i
•
TOWN CLERK � cr r, ---- Srrulltrtltl Nc\% Turk
11 y (Cal Fax lS Ih► 765.191
ILEGIsrf7AR OF VITAL.sTAnsliCs � �.
_ � TLIcltlurnc l S Il.1 7(r(.
MARRIAGE OMCrR
RECO Rus MANAGEMENT OFnCEIt �Ql
FREEDOM OF INFORMA'nON OFFICER
OFF-TCE Or THE TOWN CLERK
TOWN OF SOUTHOLD
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE
SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993:
RESOLVED that the Town Board of the Town of Southold hereby adopts
two (2) new forms to be used under the Flood Damage Prevent regulations , s
of., the Code of the Town of Southold: "Floodplain Development. Permit
Application" (FDP(93) ) , and Certificate of Compliance f,4r Oevel�pment in
Special Flood Hazard Area (C/C(93)) .
• B:�:i. G�"rT
TOVv';d OF SOUTHOLD
Ah T. Terr
Y
Southold Town Clerk
August 25, 1993
APPLICATION
PAGE 1 of 4
TOWN OF SOUTHOLD
FLOODPLAIN DEVELOPMENT PERMIT APPLICATION
This form is to be filled out in duplicate.
SECTION I GENERAL PROVISIONS (APPLICANT to read and sien)-
1. No work may start until a permit is issued.
2 The permit may be revoked if any false statements are made herein_
3. If revoked, all work must cease until permit is re=issued.
4. Development shall not be used or occupied until a Certificate, of Compliance is issued.
5. The permit will expire if u-o work is commenced within six months of issuance.
6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory
requirements.
7. Applicant hereby gives consent to the Local Administrator.or his/her representative to make reasonable
inspections required to verify compliance.
8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO
_ THIS APPLICATION ARE,TO THEBEST0FNJY KMOWLEDGE,TRUE AND ACCURA/TpE •.
(APPLICANT'S SIGNATURE) DATE��
r SECTI N 2: PROPOSED DEVELORI ENT ,,,-L completed by APPLICAIi`T1
6-7AT �?91 l� . I��Ci✓PHONii
NAME ADDRESSet 14
Ge,�-ecc C%fd®� ��Zea /YJ��v► / ®z ° _y
BUILOER
ENGINEER
PROJECT LOCATION:
• To avoid delay in processing the application, please provide. enough information to easily identify the project
location_ Provide the, rireet address, lot number or legal description (attach) and, outside urban areas, the
distance to the nearest intersecting road or well-known Landmark. A sketch attached to this application showing
the project location would be helpful.
3 5�7 S' f7�1� /l
FDP(93)
APPLICATION
PAGE 2OF4
DESCRIPTION OF WORK (Check all applicable boxes)'
A. STRUCTURAL DEVELOPMENT
,ACTIVITY RUCTURE TYPE
O New Structure /Residential (14 Family)
❑ Addition ❑ Residential (More than 4 Family)
❑ Alteration ❑ Noo-residential (Floodproofing? ❑ Yes)
❑ Relocation ❑ Combined Use (Residential & Commercial)
❑.Dcmdlition' P Cl Manufactured (Mobile) Home (In Mauu-
❑ Replacement factured Home Park?- ❑ Yes)
ESTIMATED COST OF PROJECT S .50/
B. OTHER DEVELOPMENT ACTIVITIES: /L®A-&
D Fill D Mining O Drilling ❑ Grading
O Excavation (Except for Structural Development Checked Above)
O Watercourse Alteration (Including Dredging and Channel Modifications)
O Drainage Improvements (Including Culvert Work)
�) ❑ Roaf, Street or Bridge Construction 1
/ ❑ Subdivision (New or Expansion) /
❑ I //dual Water or Sewer System
❑ Other (Please Specify)
A:ftcr completing SECTION 2, APPLICANT should submit form to Local Administrator for review.
SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhfIMSTRATOK)
The proposed development is located ou FUZM Panel No. . Dated
The Proposed Development:
O Is Ea located in a Special Flood Hazard Area (Notify the applicant that the application
review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED).
❑ Is located in a Special Flood Hazard Arca.
FTRM zone designation is
100-Year flood elevation at the site is: Ft. NGVD (MSL)
O Uoavailablc
O The proposed development is located io a floodway. t,
FBFM Pancl No Datcd
❑ See SccOoo 4 f d' onal iostrucnoos
SIGNED DATE
APPLICATION 4
PAGE 3 OF 4
SECTION 4• ADDfTI NAI, INFORMATION R.EQ UIRED To he com Ictcd by L CAL ADMINISTRATOR
The appbcant must submit the documents checked below before the appbcadon ran be processed:
O A silt plan showing the location of all existing structures, water bodies, adjaeeol roads, lot
dimensions and proposed development.
O Development plans,drawn to scale, and specifications,including where applicable: details for
anchoring structures, proposed elevation of lowest floor(including basement), types of water
resistant materials used below the first floor,details of floodproofing of utilities located below
the first floor and details of enclosures below the first floor.
Also
O Subdivision or other development plans(If the subdivision or other development axceeds 50
lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations
if they are not otherwise available).
0 Plans showing the extent of watercourse relocation and/or landform alterations_
O Top of new fill elevation Ft. NGVD (MSL).
- Ft:NGS (MSL . For •
❑ Floodprooftng protection Ievd (non-residential only) _ )
floodproofed structures, ippGcaut must attach certification from registered engineer or
11 architect. /
❑ Certification from a'reggistcred engineer that the proposed activrt}in a regulatory fn
ay
will not result in an incrcasc in the height of Lbe r flood. A copy of all daatats d
aand
calculations supporting this finding must also be submitted.
O Other.
,SECTIONS PERMIT DETERMINATION fTo be completed by L�_Af, A.DMINIsURA-TORl
I bavc determined that the proposed activity. A- O Is
B. O Is not
in conformance with provisions of Local L-aw , 19_ The permit is issued subject to the conditions
attached to and made pari of this permit.
SIGNED DATE
If BOX A is checked, the Local Administrator may issue a Development Permit upon payaneot of designated
fee
If BOX B is chcckcd, lbc Local Administrator will provide a wriuca surumary of deficiencies. Applicant may
revise and resubmit an application to the Local Administrator or may request a bearing from the Board of
Appeals
• APPLICATION W
PAGE 40F4
APPEALS Appealed to Board of Appeals? ❑ Ycs ❑ No
Hearwg date:
Appeals
n n v__ (7 AI..
---
Conditions
SECTION 6 AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance
is issued
The following information must be provided for project structures. This section must be completed by a
registered professional engineer or a licensed land surveyor (or attach a certification to this application).
Complete 1 or 2 below.
1. Actual (As-Built) Elevation of the top of the lowest floor, including basement Cin Coastal Jig Hazard
Area bottom of lowest structural member of the lowest floor, excluding piling and columns) is:
FI. NGVD (MSL).
L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL).
NOT'�"� Any work performed prior to submittal/of the above information L at the risk
/,�f the Appl%cant"
SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR)
The LOCAL ADh4INISTRATOR will complete this section as applicable based on inspection of the project to
ensure compliance with the community's local law for flood damage prevention.
INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO
DATE BY DEFICIENCIES? ❑ YES ❑ NO
DATE BY DEFICIENCIES? ❑ YES ❑ NO
,SECTION 8 CERTIFICATE OF COMPLIANCE(To be complctod by LOCAL ADMINISTRAT R
Certificate of Compliance issued: DATE BY:
Attachment B
/i S Mw E
CERTI7CATE /=7F COMPLIANCE
J ;I
ial Flood Hazard Area
for Development in a Spec
!i
' A TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
FOR DEVELOPMENT W A SPECIAL FLOOD HAZARD ARCA
rn�c�c„�rN:R]R MOST RETAIN THIS CERTIFICATE
PREMISES LOCATED AT: PERMIT NO.
PERMIT DATE
OWNERS NAME AND ADDRESS: CHECK ONE:
❑ NEW BUILDING
Cl EkISTING BUILDING
❑ VACANT LAND '
THE LOCAL, ADMINISTRATOR IS TO COMPLETE A., OR B. BELOW:
A. COMPLIANCE IS HEREBY CERTIFIED WITH, THE REQUIREMENTS OF
LOCAL LAW #—, 19_.
SIGNED: DATED.-
B.
ATED:B. COMPLIANCE IS HEREBY CERTIFIED WITH TflE REQUIREMENTS OF
LOCAL LAW # , 19_1 A.S MODIFIED BY VARIANCE #
DATED
SIGNED: DATED:
CIC (93)
Nunemaker, Amanda
From: CRichter,Jamie
Sent: 18 8:01 AM
To: Nunemaker,Amanda
Subject: RE: baskurt
That would be OK as long as someone will be doing an inspection to see that the French drain was actually constructed.
James A. Richter, R.A.
Stonnwatcr MaiiWx
Office of the Engineer
Town of Southold, New York
Stormwater Management Control Plan Website:
http://www.soutlioldtowDi gov/index.aspx?nid=195
Office: 631-765-1560
CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged
information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is
prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the
intended recipient, please contact the sender and destroy all copies of the communication
From: Nunemaker, Amanda
Sent: Thursday, July 05, 2018 2:11 PM
To: Richter, Jamie
Subject: FW: baskurt
Hi Jamie-
Do you want Pat Moore to formally fill out a Stormwater application with plans for you? Or just have them show French
drain on our plans without your formal approval?
Thanks,
Amanda
From: Betsy at Moore Law Offices [ma ilto:betsy@moo reaMs.com]
Sent: Tuesday, July 03, 2018 3:27 PM
To: Nunemaker, Amanda
Cc: Erol; Moore Patricia
Subject: baskurt
hi Amanda. please see attached plan which shows a french drain which was used when we renovated the house
(which we have a C.O. for)
1
•We forwarded it to Jamie Richter and he has reviewed and advises that it is acceptable for the deck permit/c.o.
kindly confirm with him and advise.
thank you!
enjoy your Holiday!!!!
Betsy Perkins LA
Moore Law Offices SAVE A"FREE- PLEASE DO NOT PRZN T
William D. Moore, Esq. EMAIL UNLESS YOU REALLY NEED TO.
631.765.4663
Patricia C. Moore, Esq.
631.765.4330
mailing & physical address:
51020 Main Road
Southold NY 11971
fax number for both
631.765.4643
www.mooreatlys.com
NOTICE: This e-mail and the attachments hereto, if any, may contain legally privileged
and/or confidential information. It is intended only for use by the named
addressee(s) . If you are not the intended recipient of this e-mail, you are hereby
notified that any dissemination, distribution or copying of this e-mail and the
attachments hereto, if any, is strictly prohibited. If you have received this
transmission in error, please immediately notify the sender by telephone and permanently
delete this e-mail and the attachments hereto, if any, and destroy any printout thereof.
2
Pontino, Susan
From: Pontino, Susan
Sent: Monday, September 24, 2018 1:12 PM
To: 'Betsy at Moore Law Offices'
Subject: RE: FILE
It passed but John is asking for a certification of the French drain which needed to be installed.
"As Built"fees. $400 plus 80 cents a square foot, $100 for flood permit and $50 for the C of 0 fee.
From: Betsy at Moore Law Offices [mailto:betsy(a)mooreaMs.coml
Sent: Monday, September 24, 2018 12:51 PM
To: Pontino, Susan
Subject: Re: FILE
hi &happy Monday.
can you tell me how the inspection went last week for Baskurt. it was scheduled for the 17th.
also the beakdown of the$692.20 fee paid?
Betsy_Perkins LA
Moore Law Offices `" SAVE A TREE- PLEASE ®O NOT PRINT
William D. Moore, Esq. EMAIL UNLESS YOU REALLY NEE®TO.
631.765.4663
Patricia C. Moore, Esq.
631.765.4330
mailing & physical address:
51020 Main Road
Southold NY 11971
fax number for both
631.765.4643
www.mooreattys.com
NOTICE: This e-mail and the attachments hereto, if any, may contain legally privileged
and/or confidential information. It is intended only for use by the named
addressee(s) . If you are not the intended recipient of this e-mail, you are hereby
notified that any dissemination, distribution or copying of this e-mail and the
attachments hereto, if any, is strictly prohibited. If you have received this
transmission in error, please immediately notify the sender by telephone and permanently
delete this e-mail and the attachments hereto, if any, and destroy any printout thereof.
On Tue, Sep 4, 2018 at 11:08 AM Pontino, Susan<susan.pontino@town.southold.ny.us>wrote:
1
-
1��1� •t'..' a� rte '���4{j� ���'� t �1f %�;1''� - / r �;�.r,:�,!
T1• � ' I � r)
�... � l4 +� � � ;�� �,�:' ;1"�� � ► - r � 111 �1,� ��ltl� r 't4 .,,�
11,1 �1•� 1 ss;� ,y, � :i r
t 1
r,
i
VCr
w
i �
w
1
7
tl /
i � rlu I n. ,yh B
44"11, ,�• 4' i 1._
Ia,A1�N,
'fir L•,• � '�;.�• + ., � IR �t,.�,�. a - �-� .�
t 1 •� ', � ,: �� ./ ;r 11 ,�{,i -��..
1 ,
1/
1 •
,
r-
I 1 .
1
P i�151t .• � � 1
1 -s
1`a
*r
r • i 1
---- - -
__ _ _ __- _ _
rage CoL-s�r�aa>
SG•M 1COG67G2-h = ar-area=roc- 30o S=
Gwyn anter 0.rr ,,\ Sw..ror.4ea near- =525=
SC-11 1CC0-610.2.4 Sih Ferce Tmd Gar b Preo- 682 5=
017= n
❑Z
a / Ux aam Gorder ora"w seen-.Fr Area O}
0,=d a
cn+3 4-caHan .
4 �d3 E'w 9rnow'r � Jx Trmd lS ww7d333=Lrg Sled wrh GaM lyx
6 U•r
O
9,Or5F er 31 A+es �
° SCTM 1000E]G2-12
d 3
q
0—S.1 \ 6d J
_ _ 7F.—
rps l over Sher FatncFabrc Arwrd aervnere3Z3.^.—w-a a�CSkcdSO ySCTM 1000-E7G2aaowner Ul.chrch rd Soil
SCM 1000-670-2-13 aGnGrovel(Vo F.-)wraFFO vs7 _
l owner Sarah MW.gan rap a°T<rcF`gin E 1,lI-Erode wrap SI-er - ---- O
Fatnc Geer r<p or Trench and Corer wiE ar /'
� Top Sal 6-dFdbd Trerch F'
U.waehed ave ]
(No Fres)3/4'ro 1 Vl n 4 4om CowrsFw- w y
! U o
l _ _ _ aiaazlk verfocared�Ge 2-r� F-, w Z
Z 3
a � Q < O
Drainage Trench Detail .a E
' Scale 3/4=1
O x n
Z
_O
F U
L
ad z
U O
w V
DRAINAGE INSPECTIONS ARE REQUIRED °
Contact TOS Engineering at 7651560 before
Backtill,OR Provide Engineer's Certification 0 ern 5,ky Sand,Trace Grovel,
that the drainage been n Installed to Code- r ern(SM)(FII)
2 BrN'fan Rne-Hed Said,Trace 5,M(SG)
Brn Fore-Med Said,Trace Sd-(SP)
z
( Gw 4' o
1
- i >
I B-n WD-k Brown Fine-Med Said,
�I T-0-1,5.k(Sp)
Doc G-ay B-own F--Med Said,
I Trace Gavel,5P,Coa-se said(SG) '❑ s
Z a Z _
Sray.G-ay-B-own said ❑ < _
�i Trace 0 oval,5.r,(SP)
I SCALE
1 E°F a
Oa-'a Gray/Gmy-B-own Fne Sandy S"'
' Trace cloy,Roc Fbers(ML-OL) k •• �"}k
i e
p ar/aW-�
l L9n-aay/G-ay Said, DWG ^`
it T-aaeG-ove1,S;,(SP) MAONGFM NT
PLAN
32, DWG NO
Sall Profile S`�T- "�
Sall Mechanics Inc �/�' 1
9/1/15
PAGE 1 OF l
t '
I
(1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION
INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOA THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)3:CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS
I
400 Ostrander Avenue,Riverhead,New York 11901
tel.631."12"12303 fax.631.127.0144
admin®youngengineering.com
/' Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer
i 9$ Douglas E.Adams,Professional Engineer
g / w ® E Robart G.Tast,Architect
m NYT
2
/' �r01( y \ SITE DATA
yOwQ 0\��O. \�� �PS'e � \ N i AREA = 91,112 SQ. FT.
SUBDIVISION- "MAP NO.2 OF PEGONIG SHORES"FILED IN THE
` 11 i\ � \w Q OFFICE OF THE CLERK OF SUFFOLK COUNTY ON SEPT. 15,1930 AS
00, y(o ' \.
FILE NO.654.
\LINO TAT(' O 0 SUB.IEGT PARCEL IS IN ZONE AE(EL-9) -SEE FLOOD INSURANCE
� (OJ r�� 5 \ RATE MAP NO. 36103COI61H LAST DATED SEPT.25,200q
'VERTICAL DATUM= N.A.V.DATUM(1988)
cc
C2gP SURVEYOR'S CERTIFICATION
b S /S N O �G p �9 \a 10 WE HEREBY CERTIFY TO E R O L BA S K U RT THAT THIS SURVEY
WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE
P� '��\/�•\� Z FOR LAND SURVEYS ADOPTED BY THE NEW YOO 5.84
ASSOCIATION Or-PROFESSIONAL LAND
co
o \ O {
Pop n
01(
NOS \L / HOWNG
ARD W.YOU ,N. 5. .S.NO. 3 LA
\
00 o'lj�� '10' b SURVEY FOR
EROL BASKURT
0.�� �g LOT 25 "MAP NO. 2 OF PEGONIG SHORES"
/ \ Ot
o /'
A. �r at Peconfc, Town of Southold
\\ %5. \\ O'� \y\O Ot\\L Suffolk County, New York
IL
01k SURVEY
\-3 G,6 <0 `� O County Tax Map DI.trIct 1000 Section 67 Block 02 Lot 12
1 FIELD SURVEY COMPLETED SEPT.02,2015
\ O�L ,'/ "�O C/� �l MAP PREPARED SEPT.03,2015
\ ro p ✓ ,/� Record of Revisions
RECORD OF REVISIONS DATE
c
` ROIs `
c s.,
m `
so O 15 50 60
EL Scale: i" = 30'
` JOB NO.2015-0101
` Dw6.980069.2015_0I01_5urvey I OF I
D= MONUMENT SET ■= MONUMENT FOUND STAKE SET A= STAKE FOUND �
o
-,)ung & Young, Land Surveyors
SSS 40,. Ostrander Avenue, Riverhead, New York 17901 Nilg
aun9 �' y030F 516-727-2303 Tj
/ 9S• ps�l
' Aldan A. Young, P.E d-L.S. (1908-1994)
01ITILJ /' \ Howard N Young. Land Surveyor Y9��
N 2 Thomas C. Irotpert, Professional Engineer
\ Kenneth F. A6ruzza, Land Surveyor
o
John Schnurr, Land Survey—
Ln
urveyorN � 8y➢�
4S Va
IV N
NOTE: aady[!
\ '
PIS
! N 0 1 ■ - MONUMENT FOUND O = MONUMENT SET C 7}
0 Oio. • 2.O- PIPE FOUND 7 Df
/ \ 1 3 AREA - 9112 S.F.
0 •�\� ,• p y o 4 LOT NUMBERS SHOWN HEREON REFER TO SUBDIVISION - ei }
o \ GO O s!, 1^ MAP NO. 2 OF PECONIC SHORES' FILED IN THE OFFICE OF �yT#
\ r ••Q Z \J o �q*'p \Stpy6 %9- 1S 1D THE CLERK Of SUFFOLK COUNTY ON SEPT. 15. 1930 AS 3-¢t
4.'� MAP NO. 654. ��:
ea•
,`�� \ c:� cas
o \ X32 k
f �y
w � f
a sn f
\ J \ �o
y
Ca
c, %• 6 OCT. 9 1998 ADD CERTIFICATIONS
DATE: REVISIONS:
`° SURVEY FOR: e
, L4!
q I �3
MATTHEW CAPPABIANCA FQ
\ ,L� At: PECONIC Town of: SOUTHOLD °
o� Suffolk County, New Yorkpli;
Or` \ �, \V1Doo 67 2 12
Suff. Co. Tax Mop:
CERTIFIED TO: a
\ O MATTHEW CAPPAPIANCA ��F•
CHASE MANHATTAN BANK NA EE
FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK 0
\ V ft
i
1
DATE :MAR 6, 1998 Yf ii
CIO SCALE :1'-30• e►
JOB NO. :98-DO69 ¢1<�
SHEET NO.:1 OF I
C (980069.DWC)
I
I � ,
6
i
a
N
BUILIDINO DEPARTMENT[DATA,
y
ak
ABBREVIATIONS
Classfition/Floor AreaHOUSE
l
Floor Level EdsNng Proposal Tor°I
ACQ ALKAUNE COPPER QUATERNARY, LVL LAMINATEDVENEERLUMSER }[7
2
ACT ACOUBTIGIL TLE MAX MAXIMUM
V Cellar(Flnished) O O O
ALUMINUM MIN MINIMUM
.T ALTERNATE MRS MARBLE m
_ 1st Floor 19075: O 19075E COY
-F ABOVE FIRST FLOOR MS MARBLE SADDLE ` _ 2nd Floor O 126 5r
ASOVE UM SAaDR NA METAL 3575 M I L L RE)
��MESLSADDLE NA NOT APPUCPSLE Q LL Total 310Sr O 310 ST �{ J
APB ANTHONY POWER BIM MC NOr W CONTRACT
S C BACK COURSES NOM NOMINAL p Garage O a90 5f 490 Ef }•,'
BD BOARD NR NOT REQUIRED
LL Front Porch O
BOi 901TOH Nr5 NOT TO SCALE
BLDG BUIL ONG OC ON CENTER PEGONIG9
NY
RearPorchOO OCBB CEMENT SACKER BOARD OCC OVERHANr(S) O O OCL CLOSET GH OVERtVWG Jt
CLOG CEIUNG PART PARTITION L
_ CLR CLEAR(ANCE) PC POURED CONCRETE {s'
COL COLUMN PT POINT
CONC CONCRETE PKTPOCKET
CLC` CONCRETE MASONRY UNIT RADRADIUS Z
CT, COLLARTS REO REQUIRED
CU CEIUNG JOIST REV REVISION(5) F4
CANT CANTILEVER W ROOM V tn^
CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER V �•
DIA DIAMETER R/R REMOVEANDREPLACE N OZ
am DIMENSION 5 SECTION O a
DR DOOR SF BQVARE FEET \ W O
Orr- DETAL SIM GIMIVR U Uy
DWG D 50 SQUARE
ON DOWN 5TL STEEL r
EA EACH ED SMOKE DETECTOR a 4
r�
EL ELEVATION STD STANDARD
EO EQUAL TO TOP OF CURB
EX EXISTING TEL TELEPHONE "
EXt EXHAUST THK THICKNESS D 8301211(2007 Resdennal Ccde of New York Snare)
EXT EXTERIOR TOS TOP OF SLAB _
EF EXHAUST FAN TX TOILET EXHAUST Design Crdena Construcnon In regions where the baste wend speeds
EW EGRESS WINDOW TXF TOILET EXHAUST FAN exceed from Fig.-8301 2(4)equal or exceed
FC FRE CODE TYP TYPICAL 110 mhos per hour 07711 km/h)shall be
FD FLOOR DRAN TEM TEMPORED designed In acoardance with one of the follo'wmg
FW FNISH(ED) TEMP TEMPORARt' $.. N
FUR FLOORING) UON UNLESS OTHERWISE NOTED /
FPSC FIRE FROOFSELF CLOSING VIF VERFY IN HELD9
FT FOOT(FEET) WC WATER CLOSET OPlans have been designed American Forest and Paper Assodanon(AFEPA)
FJ FLOORJaST WR WATER RESISTANT 9S• Q
In accordance with. Woad Frame Canstrucnon Manual far One or Two
GA GAUGE Qr �'' w E Famy Dwellings(W F C M):2001
GFl GA.V GROU�TINTERRUPT oro9 CLIMATIC GEOGRAPHIC DESIGN CRITERIA:(Table 83012(1) (x,
GL GLA55
GW3 GYPSUM WALL BOARD b wA t S Wmd rposure Category. B O
HO HOLLOW CORE ``\ ' OXQ0r,0�p \Ary�O N s Ground 5naw Load 20 P5F W
HDW HARTTVPRE �'" �v\ 11in y Wind Speed. 110 mph 3 sec Gust W
HM HOLLOW META. �. �'' .o'e A U O
HO R HORZONTAL \ e5 `,\ ��g O (90 fastest mile)
HP HIGHPOINT -4 v].f (7 W 2�
_HT HMOHT i �1� • rt a SeLsmlc Design Category Ex¢mpt •� W �j 3
�p w � \ d'µ
-AR
J{ ExrerN Porch to FuY Width of Houee F" H O
HVAC HEATNGNENTILATION/AR CONDITION I ``\ 7 0 o h y.T /� Keeps Wda O1 E-•
IN NCH t �` C`o� f \ ,' ySO� t a Weafh-mg Severe a
INT INTERIOR , T m V „`u�a�' ,5 �, g Fr°st Line Depth. 36 inches W a
INV NVERT % ``� oeoc ``\ o*eo`'� Rase Ae Termite station Moderate to Hears al H-a
JT Jah ;
R KR�fEN �^Air o yo rr yp 10 PNN rm ro EL TD l E Decay Prababdity. Slight to Moderate H-t
rAv LAVATORY
t � � Winder Design Temperature Suffolk 11 Degrees
m
•r\ yo c rd2 `5 X1� o Ice 5hletd Underiaymetd Required valleys and Perimeter Q N
y`SSQ pp. ���� 9 j' Flood Hazard tTr
r•\ oa / y.Q rm t Air Freesng Index 452 QI
° / ps yot�bo��wo �' MIN.DESIGN PRESSURE DP RATING o
r� �'� � � •� �,oD Pow zoNe_a DP 25 i
go— �PONE
5 DP30 x Z
%�p, v c n ZONE 1 I DP 25 U O
'� °J �'•- $ ` pp NzONE2 DP30 W
Eq m n ZONE3 DP 30 Ct a'
Y EON DP 20
/'• ♦\ o VD�a•Y pt`01, ZONE 2 DP 45
Legend AA `�\ /•' \Q0� I H ZONES 1 DP 45
EXsntg W.U.to
Edsting Wads tobeTd_iioved; rr\ d A s!
New Walls and P.
o (�V Z
Insulation ® `r\ 0s. `r\
Goble Interwr
EWall
dg /s >
Door r Imo Ke �C�' ®Zana at, W
a
Window
Structural Beam —�— Mini•num Uniformly Distributed Live Loads Table 83015
USE LIVE LOAD DEAD LOAD 5
SdeHar Balcones GO psf 10 psf m
ostler Bldg Dept copy from ZBA
Plot Plan Final reviewed documents necks 4o psf 10 psf o
scale,=an ZBA File# w
GFl Outlet dbGpl { , A°a—mg.r V.hI.Garages
s 10 psf 10 psf 50 Psf as per plan o o < m ❑
Switch
Date /L$ / ATTICS with Sfarage 20 psf 10 psf z q ❑ z ❑
CeJirg Fudure A R'JOMS°thrr than 51 n R.— <O psf 10 psf µ ❑ D a ie
Ir Y Seepmg Recurs 30 psf 10 sf u
5bus 40 psf 10 psf
SCALE
Exterior Fbdure Guardra0s and Handrails 200 psf '10 psf V 1
12 sf for Aft..Detecror IJvg, now.Ground sLoad p
t 20 psf Ur psf for Cath -�10f NE}y
j eo D°feaf°rG ALLOWABLE DEFLECTION T°bl¢rr�o17
vent Structural Member Allowable Do%cnon
� Re—th .Lps Ilre ¢rhe3/2 wth no f.aed
VenrNght amsotadrorcf— LAID .01,
a
IrneMr Wclb and 7ortMats WI30 WG
C.FInq Fan FL—a-d Plastered C.TG q. L,350 GOV ER
Ae ottertec SI Members V2W
Exrea°r wdia wgester ar atuaw W3w SHEET
Exredarwa',-wine I<xa(e)w erttna Flmsne. L./la0
ExreAa Wda-Wend lsad.(a)w/Flexble Fn es VI20 DWG NO
0 Note L-Span I-mgth HL-Span Height
j a Tho Wend Load shall be p—tted to be taken as 07 tunas the C�1
Camp-.&and Goddmg loads far the purpose of the detemirung
denectlon Omits herein PAG51 OF 3
I► 1
I4P
t I
ABBREVIATIONS HOUSE RA151NO
RECEIVED
ACO ALKALNE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER JAN
0 0 2018
ACT ACOUSTICALTILE MAX MAXIMUM
AL ALUMINUM MINMINIMUM 10"I
flflpp
ALT ALTERNATE MRB MARBLE 1®s9l1LNG 80IARb OF q A111
AFF ABOVE FIRST FLOOR MS MARBLE SADDLE
ASF ABOVE SUBFLOOR MTL METAL
A.S. ALUMINUM SADDLE NA NOTAPPLICABLE 3575 MILL RD
A.P.B. ANTHONY POWER BEAM MC NOT IN CONTRACT
B.G. BRICK COURSES NOM NOMINAL
' BD BOARD NR NOT REQUIRED -
BOT BOTTOM NTS NOT TO SCALE
BLDG BUILDING OG ON CENTER NYGBB CEMENT BACKER BOARD OCC OGCUPANT(S)
GL CLOSET OH OVERHANG PEGONIG ,
GLG CEILING PART. PARTITION
CLR GLEAR(ANCE) PC POURED CONCRETE
COL COLUMN PT POINT
CONG CONCRETE PKT POCKET
CMU CONCRETE MASONRY UNIT RAD RADIUS
CT COLLARME REQ. REQUIRED
W CEILING JOIST REV REVISION(S)
CAME CANTILEVER RM ROOM
CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER
DIA DIAMETER RIR REMOVE AND REPLACE
DIM DIMENSION SEG SECTION
.OR DOOR SF SQUARE FEET
DTL DETAIL SIM SIMILAR
DWG DRAWING SQ SQUARE
ON DOWN STL STEEL
EA EACH SO SMOKE DETECTOR
EL ELEVATION STD STANDARD
EQ EQUAL TC TOP OF CURB
EX EXISTING TEL TELEPHONE
EXH EXHAUST THK THICKNESS
EXT EXTERIOR TOS TOP OF SLAB
EF EXHAUST FAN TX TO EXHAUST
EW EGRESS WINDOW TXF TOILET EXHAUST FAN
FG FIRE CODE TYP TYPICAL
FO FLOOR DRAIN TEM TEMPORED $g N
FIN FINISH(ED) TEMP TEMPORARY 9/S
FLR FLOORING) UON UNLESS OTHERWISE NOTED o 0y
FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD
FT FOOT(FEET) WG WATER CLOSET /, •95�
FJ FLOOR JOIST WR WATER RESISTANT
E
GA _GAUGE
GALV GALVANIZED ° 2
�
GFI GROUND FAULT INTERRUPT 1-11 Og
GL GLASS
GWB GYPSUM WALL BOARD `� /' �ry 6pn\ \� \O � �. S
HG HOLLOW CORE \ \.OaQ®\\0
HOW HARDWARE �
/�� w r
HM HOLLOW METAL ` oC O•
HOR HORIZONTAL �6i \ �1\J\y$F'G
HP HIGH POINT `� LS ' r�J a• 'gip m
HT HEIGHT _ Extend Porch to Full Width of House
HVAC HEATING/VENTILATION/AIR CONDITION \ ��:"ory `\ o� 1D b SqT Keep 4'Wide
C Co
IN INCH
INT INTERIOR
INV INVERT ��,y� Raise AG an
JT JOINT
KIT KITCHEN A'• `�o �,`^ N"� ^\^� Plaffermt�EL11.0
LAV LAVATORY %O
O
s
os, s'�• � os d mot
.6 lit
\,p�
Bldg Dept copy from ZBA
Final reviewed documents a ZBA File# 7)30
y to
$ Date aZ/ S-/,201
fqX
` VO J\ 0
0 VO
Ab \
Legend \ yo ` /' y�OR
Existing Walls to mam aoA$�s�� / tlpQao
Existing Walls to Ife Removed; �� o00 \�'' a
,c V
New Walls and Pa
o^ Jv
Insulation
Door
Window ��r—
„T
r>7
v
Prop WSie EL 24b'7
® S 11E]
o
�-
oZ
0
IE:EA
oy
Prey FF EL 722 - n
BFE.2 EL lla
Ex FF E191
FEPW BPE 910
fuy Greda EL 6A
Front Elevation
Rear Elevation �
a
0
x
F
a
O
W Co
D.
zwz 3
0
'5 H
� a
xkn
� M
z pa
0
y U
U O
m U
7yriW
E Z
o
m
® ®
LeftElevation
4 �
Right Elevation w }
w
O 6 C O
u o a 3 0
4 U O D V
SCAL' _
r
Bldg Dept copy from ZBA
t�•3
Final reviewed documents ?
ZBA File# -71.3D
Date:r9,1
ELEVATIONS
DWG NO•
A-3
PAGE 4 OF 4
rd9xZxs
06 3d9 .
tua/�cJo9 5# J0d o10.Z
7d WL^ N z6 93 dd x3 Jaw aWJauo7 J 4W 0.ZL
u'+cppl.H doJLS L9Vd uosd-S O M-13 r.3d9
3 5# PAoS sPl°n Ndwnc
d VqS Zuo0—N @a 9 x L Pa "l CCLIS 3d'doJd
lsicf W d
Jayscm puo YW/masn
@
PN^I5 v.L Jaddo,
.5,
Rd @ @
wca9 P.4S
aPIS 4=9 WO
4U2wP29w3 a W W Mag J.W.V Z/L rd e x£x3
—91_a S ZZ x OIM
L91Z-is*5,21x3
no :aiea o
`a L9'4L'0.5"
dJd
# Ild t/gZ'
s;uawnoop pannalna.L leUld
V13Z wo.i;Adoo;daa'Bplg
u'xopPloH E•OH uocdw'a
uold uoy.opunod
1104sd u04opunozi IIcM
.z-tz
(dAy)ww daa0.9E 5Y Wod
Od--to.ZL u0
.^o•Ol .6-a arca Wod 9d u0
ww AF:odoO
Wod 4 x 4 PaWaJl
a3cw4ln uol OL-PH 9.OL-ZLIIA
aP.d IaogaH SSS as 0 Ht/ I 2
X11 ,11'r W� Waa N P.n xm,gLmN --PPI-H£•OH uosd-S ,Vex L—N i I F '7'0.9L�f09xZ
I I
m I LQ I
uw APocd.O
cwI I I
aL4in uol OL-PH 9-OL-EL I d O.UL 4Z x.4Z
d
uo Od=XlrL^ N I .9•.E
ald MPH 595 acuc 0 9V I l I
uold a001=1 Waa9 P A a w 9 y/anWy
LW —0 IPed Joy L•'4 uo"44,..a
IIoM 7d -,PPH E•OH ucsdWu6.dS PFPH£•OH S
I I I I
.9—N Q I I I I
Vis
WooJ4Wg xa4�M� po4a4 Lucas apc.O
x x I I I
I I � ^I I —J
W,w Au,:cdo7 I I 3. x e 3. I
a -Pin uol OL xlRH e-OL-CL I I 3 (-w7' .9Z)we o4aJH 9/ I I
oAd Ic%NH 555 a:ucy7 9d I I W�Pod ^aN
I I I _J
LI
j' ca -o S 9 x£ Wr-od woos.v l
wooJpag / I +an 4 xn I
u apoJg 0d m I I s4uRA r£ =00Z/05U m
P.4L x mma.£L N umaPPloH£•OH xosdui5 § �5 OOZ OPSI Wa/�i+cWg oaSPa•I Lo ro I I PPPH E'OH uosdwlS
d5 9L9 pavan aq o;oaJd fO 0731'Iww d o1
WsolO WscO lNuO=cH slog S# I —-- -- — PaSEri JaSPa'I 9 x Z paycaJ A0 ZL P
-- I I ova lapow tua 4—s asn
aF.0 aV acod
sWaA PcOU
Wood 6upy� '7.0.4L -7 Aa —PFI £OH ucdms
sgE#
wwFPIoH E-OH uosdung JPH 9 L PaJoaJl(Z) L
uogdu: Cl Aey Joy LM uo"40N aa5
CMS:j 9 L ZLE6 W-Aft-oy sEuMob
WDOJPY�'
(ft). d..0.9£64-j 4 d 'a
7d—0.ZL u0
PAN 7d.9 --a Wad 9d u0
Wod 4 x 4 P.+.wl
yaJod JuoJd�g
'7'0.9L(ID f0 9 x Z uogdu od And Joy Lb uo pWN 225
Z•ZLS-d 91-Cie L 4Pm Al"-ol.s6lpS
4�
DECK/PORCHRAIIJNGS /ssaasarnxnsosa¢ace�essro sreT tate fTe
GENERAL CONDITIONS
1 Al - h fl cam&rm t,!2010 Ch
010 P-Idea"I de f NevvYork State.IacaLBwldiag a zada¢Cades- Framna(QniinuI:d� 8312.1 Guards Required Tree ea teuatari cFcon�mcov5ln,d,>rr,
Parches 1.-1-roar syrfaC^`I of d mar than 30'a6av fbe�aat m��
and the Ne;v YerkS*,.atr FI>r rgy�an rvaHan rd Afl sdes_ShalLsupeCGeda1he drawings end<h"n Loa Bolts
6 I,-q;pr°tM law the drawings,••hatb they a-Indicated an the plan-er net. , at h m+atadaye of more than rd<net less then 36'in cadeT_Open in sides of ordslit smavalw p.)
Shall6 cLuaLgradesteel +.+• toll aF ba fit fear grad 61 <haflh gyard-
!2 _amraeter=hen cbeek end verifa_fi�on5„aat-and an:tta-°f+he site heF re any construction Washer, f ,?r not less;hon 3.9 In he(g b from+he nos g of fhe+rends. tLda�• ^�•&�•�•
7 ahan 6e placed �i+e head of leg baits hearing an weedLength of Ieghalyq B°'•""`"d''L"K&i'.'"°""r"'•"'""'°°"°'"•"''b
asoo oxo 23ro•
work Ind Th Caahaatar shafl no7ify the Architect of any dt;,epandes or oc Alets in the drawings. hag 6 113,400 eF mambacs baron ialtr ogetheG
and_la�Aetd aand�tan-berme<tarxna+he wark Thi:avecy aFd�-gip"nye=aa�eghaing*tie-rk shall gagtjr Guard n anino Lim talions a.. .L�.,eH«. mra�..�F�.;.a..e. zwo zsoo aeoo
he the full resp Ib rd y_f fit CC Mr ct r+o 6egl h—,inards_afl_oer aide-eF s+airwovs-s--tear k-at allow pies end F a
Alterino Structural Members P .ae�w�•._+*.�`�•�����• a3oo oma+nacre
AA n�,.�.e`„te�d;a�.a t= ernamenral da-acct-that ae�anew passage
3. Cc tar-heft ler ht ,+eke x fl exl=tn ,nal Mrihee par+e�_esh r-••elan The unntie<ehavm 1 No<tr cth I her shrill be hoed atrh_e_dt out block d aut ar relocated�edhat3 sphere 4'or mare in 4-mat,r_ F..,,...my,+e.aa.r,.<�...aa.n..,.r....+c�;•rm.ray 2sw -.moa s3oo.
�E 9-uade[gCa—s--p _prior,°p-••••I aF+he Architect. Do pat cher 4—eF member-noted wifbeutapptaval
an Mita plan ere an epxaxl ate_la_r.+Aen enN. of
Fd-treat v.se.trJ,.sass tn•
Exception
The
d < =
h II bepan<1,��r�rrengio9°II nvaessacy�^rmlrt andJoso_eaA ,lea4'd-^g.C,rH6aar aFe en (C..d)- anw°_Realog- *ed 6v Hue.t<eq trend en�bnuem rot of a a"ardnar+be epey • ':e^a1^"T•F^
IContractor Built-up Beams ddb of a<v+a�nyaKare.pennhted to he aF-„ah°=Ia•o iFef°<phore 6'cannetpass 66m T<L RlOI.."p Rrts�imt9 pv+nrd
��—ise noted.
1 Runb-:lp 6n-m<erjd<ts F rmed 6yaMUWplCcF2xm�m6 _ban 6 t_a�terwnnea±ed e<fi n•.w<. Ibraugb.
e Ci•vn•M tu••bream narruvM,.Q.nroRieYy a0 n�cdry 4/N r<rmnir�W W w.nbW mm••
5 Writhe dmendoa--he0 has preadd n e ry r<."led dm -lion-end latest<c.+le dete:k-boll lave ereeedeace�e��en_�r
M-6—h 17 d I In d pfh- glive and internal w/2 rown 16d riol,at 17 .er�r..s•.+a Re,mn•e
=tale defeilc/draving,
-,a ter ere pat+e hzsr.aled. s�:n.wwo.•. .tr•,n>.s•.•tFa•rtmn.a^.d<>b.+.l.ww�.w„asv.�n=.�••.
b Members greater+he,9 Va•In depthar mApk 3 x members+hrough-bDi with 1/2' IT��SPACE
1 Ali hehheble_spoee<-he0 canFarm 4o the fallmina sate=ef+h a<Id rhtel Ln_d -s..s._•+m o+oaokr,s�mmr,,.,-re.•,erseb teats+
• 6. AM dwtatten from the A ch taae<drawina_,«br-submh+_.ed to 1he
dem,+r machine baits at 247 a.a,
of Now York State:
—rk during
hlatlan end Heatnp
LF:hpq.rmn rn,mdnwld rhW rN.+t+,dr•roNw•ar.-,W-r.,e4r•dm drsr<•)ro rorM.rm
Catling of Beams.Joists and Rafters E3o��tg_h,vert - 'JF�••ebF^^t"••�M••FRt"4�TT•••M•mrlw d�ln v�v.bbcs•.n rotln•�Iu,dLW pl
7, ontractor,all he ra,connble far adequately and or °ell ring--tru tion gal-+domege-breakage R'W 1`11,1mum lik m Ace=
,dfica of woad beams end r-� h"n h limit d to and bar d helesmoidee
—callapse l'.�=tarlfoa.aad.mi5alianmenb eeeptdlag fie°plicahlelades,.=!enderd=_and a"od pre�flre, 'J �' R3 S_n_ngJ_le(ght
than 1/6 the depdhyEtln�m6erond=hail not 6eJo=glad In the middle it 3 eFM+e soe_Ns ga06�+mbefien TABLE aaoat nratrun woTrt OF eeru.��e OR rw.soMxrFeamss
—depth aElhe ands_aiihe mambas shall net exreed V4 the dent,of M,e mommbar Holes bored er 8307 To1e_t b and Shaer Spaces
a_An work-hen 6e ec.�rmed in a Ar<t le<=manner with an new mat^ri"1- r eMteeter=h"n pra�Ad^e_ tl emtipm�nt,I"bar end ,-��
mat r =necessaq for H, _e proper�teouflan and timely eemplebp>LoEtbe work- �Mrectar shun 6erespaaslble-far en material= cut Into the hint-hall pat 6e elo<r <to tbe_tiosr haftem ef+hajula s and the
and equip red at the_slte_ &o meteraF+he hale<holl not X1/3+ba aepdhaEth�tairM. Theta -'desfbeams,jo;sts LOAD-e wGvu.Ir OF 901.(cap
and rafters of Incite-ar g_reat^r incl the knes-_shall no+he natahed.execptat end-of EMERGENCY ESCAPE$RESCUE OPENINGS 8310 trot 2.coo 3000
g.All ermreeter=and flair< _ �emb�s, 1.--Basete^td`t^^M+h"hitahle5paer.end_=ery<leapiea roam-boll have et least ane ep robe_IP emr�geaey Com°mlond rSM�'t+c unmueNen
ub9antracters-hall= In chat vdI protect the Ow-or and the Arch from claims from end(L�cue�peaing �ueb ftp ,a_-hall ap ne drecfly tmn a noble-++seat aubr,enc.yard or reud- 1'°rc+1' 12 12 12
—damages kr ewer_aaaL4umes-l-ludagde-a}1t,witch melt ems{-e�canaeaNen�ibf<or jet Where6asemem_s contain one or more sleepiaa�eams~emr Meoay-ea_rtsS.hell be required_each room 2'nry is 12 12
Epos in Slud t3cadag Neils or Shear Neil, 6 rt=han pat 6 d in a olein er of th e cy and res+ m 23 n M
1 Notches or b holes+a Mud, wall,or partni -hall of 6 more than +h —'sees-��ll.ha lJj �as�ethen 441 as b ea-pcaiags_a[e_
10 C^nfreetar to Inde=^iF;Arch heet and O.,mer end hold bnrmless, _provided fhevrf+eil hove a sill height eF nab mere then 46'nehe-above the Aear-Wbare H+ paaiag ght .ry
_depth of the stud. nal e�oaL.a 4dndh brktk veneer over f frame or bpd telow eorrrete m er
h s ,+h h Idle ccoac tit gr�erves mergany—=ae end re,eu"peniag 1-atcry 12 12 12
11 The Architect i-pat reepe<ble� F r eon,t+vahoameans,method=_. °r far the,afeh�praceizHon_ end's provided with a bulkh a,han m 5eation 83103. The net clear a Baia 2'°roy 21 is 12
eedrnelo5h�r mPly v... p 9 31 mry 32 24 16
_and program-In aenneclten with hitt-pr�jeet Bridging and Blocking limens aasrequ red bTt i<=_e han-han be alta nod IA the nempat ftpen girt a emeraengcascape and
1- Thera shall ba norlets-tt,an ane ane afbrag;ag i�er.,,b ; ofspan.la..9aor.-amt-andxcQE rescue from the In-1de._Emergencxasaape ens rescue�Reningsshau.aRen&,cf yInto°aablia wag-er+e a 64.h„od or Aaygr",red-.-y
n r e<im-H with fit 110 p gtan�(N F SufIck r )-han 6 fremin The hr(d•a h II r�,et,h of not les-than 1 x 3 Inrhlumbe[.daubledmailedsieacb-and ourL pa=�py-Ga_w,a�
L._A...r ohyed 120 mob threesecond�linds cadre assa�� unties eJacoafa�iQt. 9 9m-`° yard are t+atc tae h 7-story 16 12 12
with Ifia A en an Forest E Papar Assa-lotion(AFE2Q 2001 W°od Frame Canstw han 1-1— or of em%l el rit metal bradng a eauo(Jj9LEft
Framing_wigs,IaL=+d Mldap. . �T--R - - P3s-shon have a mnimm natddea2 wy
29 21 14
eptides�at e=eed12Indies na 'nal 3scy
42 32 21
13- An euro-tors ahan Ii en-ad end In=ured 1 2 MInIm„m Operhirm Hdebw 11he minimum deer optdn¢5hafl be 24 inches
2_Block-w94 at ail bearng rupna.<v_=edeavat Ir ater_l<uppart I-nye P—A ed 13 Mn �T OpedL y Wirt, Them m dearspaa ne Eh"II be2Q inghes For a 1 h h=25A mm,1 pvd p e9q•cre foorc 0D479 W.
16 r'ontractor fe obtain O—at,e+A-eh_ilii—es approved for e�al<,Ani<he=and Equipment prior±a purrha=ing-ALaqulpment RI k n<«+ ,ar a d I n las eFa F er w n minim,m aF2 x-are mate fol w,f IA �gjCo nom_ E�.eraenay-aap-a-d_sscueapfts`hall 6e ep rah"n"I�from the
d .!erl l-_-t 6elnsia0ed-par on fa- urer<written<pgrAc..Hanan- �Ight;Jafats. ef+fhe room without fbc us�ef I<° o.Where ted 12 fr h w,A b 12 f.hen eFa sr gra wyRe oFodd ar
�e>Ls.too r peciaLkooslAedge. illy yroinsd l2•exh�rrd eorcrele mn<rry ups b p me
15- C t-cm,=hall koep the she clean end free of debns, 3 P°`A--�A-^-toR` 1P°I b'°F'st"d"r°ll- 2 �lndrnv VJ il<-Th m m hertz°Mal Brea af+he window wen<h it 6e 9<a tech werh e m horirerrtel
reicaton end width el 36she=_- Tha eree of the--drw well shall°now the emerg-n,�apaApaning
16 Thesa drawing-°tee fhe_pro pecty of the A hit-+and shofl net 1 ed-iw±o L b .c=-at Dr°v.:,s<h°fl not he-used_forJssuing_ Plywood +0 6c fully°pppjed.
_ef'e building.permltunlessslgaed.and.sededhKLouLs.S�hwertz.D-E- 1 All o_hwood shoo 6e_ppugFJr_acequal It=hailed end erededJaaccardanceJfAfh: TA'.LE R401A1 FRE5UM7Itvc IATD•9E4W\G VALUES OF FOUNDATION MAT'c�r+LSt
U5 Product Standard PG 1=53far Constructl2 end Indu,+r.al PMvaad 3—BulkheadFa,:Iosuca%mJ5'I�aa I owl ucefshaRp—a�l[ecl:.acdess+°fha 6atamr•M- The huiksadrnd125ure
CLASS OF MATERIAL LA
17 Cantraemr to&naw an ma-saahers data-andtn-r.Ilefia=en on e�ed�-classed In�l<aroJect- Nofifv 2. E ch pMvoad sheetshaU9aCAc'4PA'trademadc with the door panel, paa-po<iten-heli wmdda�ba m mum net dear apanlna-naqWwd��^ap2n PR
the Arahheat.oF any-afilaihehytan tha plena endmann ch,rers recammendetten-end installation eta:IT°derSa_ 3. An end Idafs.shall be-staggawel end shall bent alanwe the eerrter hoes eF framtna members- -9MO-.1. Rul1kheadmclasures.shon eko comely with_Section R--M_—SM Crystalline bedrock
mon of produar esu_+ihl<pr sect Cant-area=hell he.respoasl6le.facca¢ecthon oFenv waricthatpr��orraat In-tnilcti- a_Tbe_{ace_grein eFt+e_o_Ivwo°d<holLba laid or dyhLgles to+I+eJalst�d-twsse_d aaralleL Sedimentary and foliated rock
cfa spefAeproduct e<shown on the drawings. to+he studs-
ENERGY NOTES Sandy gravel and/or gravel(GW and GP)
I- h ll-=h II be placed 3/B'minimum from edge Fshee+, The minimum na I pentratna IMe fximtng
Send,sly sand,clayey sand,sly gravel and clayey gravel
18Match en existingtonditnns As they rAa+a to Ani-hes,Jjgh}fng,sour5fn;~d'^hPn=tons-!+etgh aha ,ate. M°va and reA=ate member, holt h,11/7&r.—el ^n d 13/8'i r nOd pals- (5W,5P,5M,5C,GM and GG)
cochlea nng�umbiag�nd,duosf vark+her may be conceded In vans ar ee,? I,all 6- Al floor,=h ll be nand°=per naifi_ng5ehedule. ELE-CMGay,sandy day,silty day,clayey silt,sit and sandy sAt
respells. 1. Ali e1Ect3dralwark sit"II cow ren to+he rh-ales end reoukh+tprm°F the Nafienal de°trieal (CL,ML,MH and CH)
Partitions Cade E eldepbaLCodo of New York State,and Board of Linda
1. r-neral: reFereneedsf-da,d NFPA 7O-2QQ EMZJ
om ZBAa Prm6de-rrd bl-1 na atW-o' I, can the;o st and Ar-tInter ar p"ranaudst 2Thlrt d d -h fl binsinlfed n adance whit chapters33b-Spices 94 he top nd betem portion ofdouble+epplatasmust ba_staggered a min- thou a2 eFth,Resldardtal ade eFN Y rk uments,F d-Cr 3. Ele�,d work+o be insphZLC"Al1MANDJ3Arlrr3 II �,5p�a<=han°ccLr duly dreetH aver<fvds. Fp
I Can lraator-ih,:Uccate and srake.aut all a,d<tngyndergrauadyLldles.prior+n ppy—ovation- Thm.uhFitesshoam.on-the.plan_ d--aft mR-0l om�r�nd I,wnr=actions. -�LeleahicaLau}lefs to yvet a es+e he_around took Irh+ervptec(CzD)�•pe, 1�
_ore�pptoximateJocatien. 2—cadpg�alLssuppactiaa ane Aoar or meta, rS.IagIgaad Multlp o�t..iton Smaka Al-
a-P°rhh°n_must be eon-t+._rated aF minimum 2 x d shudsspaeed 16'o aEt,Pe-lumbar iinde end muhiiple--+°tion=make°l,---sh ifl 6e InstenedJn_the f II I eeHans;
2�yYa Lets n areas tad ceted on the drmllags�AlLexcmmflon=shall ho then at num de lila r__e�mhirad adilede3sieaa uad<h,r6ed -specified. 1. In each sleep qpm NAILING SCHEDULE: Table 3.1(WFCM)
Agin son with,call=^-stent and sballbesespan-66 12-uauble-toR;rlataaf less thea x 6'-°r 2 x a'<I-u.ed A= td-rs-ball hesentered_ 2_plmmedtate vianity oF+he_
far natAr�fio�°F o =+o the Aehlt d shall ne are d the work urml ra-;v?n cfian=from Hit wally ever end h�l�b�er;na w"nY,d_<wit+a teleranre aF no are than 1'. bedrooms, Note-This schedule does pat Include sect on metal framing ng framing;see section
oarsaRthamdedstia_ octan_ -_e�•••� -9Ja�+
a-,Beadag<*d. I� r I rr��be hpaftt do ��m 1M'gyp Ihd fastened ardna_ra 3-On each adddranol�+arr eFfhe dwenmg,.lncludmg�asemerhf-end e-�"r=6y._ for strapping and requirements section for rough opening framing
requirements).
udln paces,and uninhabitable°Mica In dwell n s ar dwerna units All nalmg Is a general specfication it applies unless otherwise noted.
3-The Arehha.�has.preparedSl7ed[afeangs.and5nedfieatanc with an e,S�ad hea'in�apodty eFl+en pe==,f+and.aa_a5sumedSaiL �aOlJfart' rr a efi nab incl g.arOfalSpa '9 ,r
h er <t of sons cc g�sLmtb minimum traces of day
wit+spFdJevels_and with,*c,IMe tnq,loot.hebveee_i6e.adJaGentlevels.b
Corner Braeina -make alarm Idsinlled on the upper levehholl suffice for the adjacent lower level
a- An m davataas fbr tomcat-plats and fao>m-<-ban b a minim.m of ft below flni,h d_grade_udess oche eimred.oasbe_plans. 1 unles=_atfier_.+sea _przdded+ha+fhe lower layer is le--than°n f,11-tacit below fha eppatloal.
tbab aF sbeetisg. ROOF E CEILING FRAMING
S An backfin-han berlean.grmular.fill Who,more the,anesmakeslarm i-,�,hrT�d to hs I�-t_._ned within en Ind:v(duaLdlyelingJmSt
2. O-rlap.plates t afl2mem. +h^alarm deddes_shan be Iuterecm trod in-rch-mamer thaLdte_aatuaiulon ofone°loan Rafter to Top Plate(Toe-NciQ (3)ad Common Per Rafter
6 Ne backfin=hen ba pataitYedsga?nstsanar r me-=Vmdat.n wens wdfieut Actor From ne or F[aPer.bmcingAslegl/rad to pr�n* WH ecfivere all eFfhe rdorm in the Individual unit- The.alarm-hen be Beady-audible In ail
_amage3n_umis- No 6ackAn-ban hPperai"ad ithin a minimum of twp
w _waak�aFt^r vec_o.'(heconiraetaLshallbelesp^philia for achy Nailin bed— d�lev Is wlHh en irnev dear,dr-aa Gering Joist to Tap Plate(TooNa�Q (3)8d Copuncn Pct Joist
d
�amage3acondreteDr me`^-°-�Y wa0 evetJtackrau.advs.�°,T
t. An naTngshaRtamply+'"•pan'",arrrhad,las=t•ow
Celliinq Joist to Parallel Raker Face-Noy (6)16d Common Each Lap
All,make alarm=shall be listed and in-+aped in accordance with tha-previ=lons of fie C-tng Joist lops over Partition(Face-N.11) (2)16d Ccmmpn Each Lop
Alignmerrt Besldential Carlo of New York Stat °n dire waIDin9 pra?dans of NEPA 72
1. An rafter,,ndf"•�_—Title Prem epposdesidassh"fl I,p at lea_-*<^(6_�_'ne n�r�ed_fagether with Color 11e to Rafter ace-Na (3)Bal Compwn Fadi Err
nail-. Power Source Blockin to Rafter oe-Nei (2)
CONCRETE 2. When framing_and toaedJ^lists ahan s hrad3agcthce�eclhhmetol<�+nay in—cc,'eban- c-aq fired smoke alarms shell recepe�etr mary pavy¢r from the 8d Common Each End-::
L As Per Chapter 4 Resi�aLCg'le.oEptew York°nd_TableS�d,L4O2 &1 2 I d did°n this sheet bund; will on:sftaeleahjr�l Rim Board to Rafter d-Nei (2)16d Cc°un°n Each F+�d
�Ilg=g�en..such]>idngl.se�ed from —erdaLsource or call
FiREBL.00KING/DRAPTSTOPMNG power swAam endslbeaprimacy, • r 14 lute r wed=hap recede pa ver Pam a b WALL FRAMING
2. CencrEfe-hail b.e¢�mrelaed- Te+nl ni_ortte,ht(°ereerhf 6Tvclume.afoanerete�shall.naibeles=than 5%°Lmcre 4hap_7% MRdngshan b�paM-opt and vrithah+dyuannraHng�1<ateh�lher than fho,elequlred far
t. In=ral Are6ladclag.required.as.pec5ecbon.66Q2.8_aad.dra�toppiea_e-P re�=h°r-SSo2-t2 of+ha_
Raetdenfid-CvdesENewYark.Staie.
mrerauvant Top Plate to Top Plate ace Na (2)16d Common Per Feet
STEEL NOTES 2 Fire
1-An S+eei-hon hoe°min an m Fb d 26,QQQ 1 7 nemimal Ihhm-he��r 2thi k^e<e e-of t'n nminel lumber with brokEn I TleiMs er-1-4
r°ed-;-
. Installed In bmldngsith
Too Plates at Intersections Fae-Nay (4)16d Cmn Eph Ed
pnren,edme+ad-I
buildings� et _�underaalepatr,�lkeraha%h.�rm�aF eeeupan�•,..ada�++an°r ret uxfian in
accordaacesfilhAppari&K J. Stud+o Stud Face-Nal (2)16d Common Each End
2- Ali Steel-hall conform to the latesttA�-T-M_<peeiAca_ti-,ns for A-a sr el P'tpe,aalum_n-__-bail ewfermio A T,M A;r+�
FLASHING/CAULKING NOTES C=clap ManmtldeAla®s Header to Header Face-tai 16d C- 16'oc dcng edges
1. P�aade metal Ae1,1,cQ,+,a+with,an or c_narete. 2=?drlild1Ien(bim4nu al oaxtde Banns shall he to=talled In fie r nmingJacati ns.
fleshlne whore fap�aF reefs irnerse yer�eal wen,urFea^< Pravlda moral-t-p�oshjagprond all dmingrs, t Carbon Manehdd er reeuired an aar�h Iwd en whi To of Bottom Plate to Stud d-Nei (2)16d C— Per Stud
FRAMINC �kjilghfs en do=of of tnterspe+wdh verteri`an�udnces Afl moral AeshingshaRffiend.uR rJLsleeplagspoces arP located- Bottom Rote to Floor Jotsl,Band Joist,End
1. Minimum headdor M c+a be_(2)2 x 6 with 1/2'COX PMvaad�plat_ asss}h�- vorticolty of G from roaEmlass.olhenedsa pared 2. ap am-s-and-whqui a int fi re l a ,aaa ttache"wa and e,a,-located. Josrt or Blocking(End-Nail) (2)16d Gammon Per Fax
2. Flesh-eavicaad geLrl all tuncfi"e=of now and=-tin eF-wai a and_pen� ,ji��rm a watertight �pRimcPsandsc¢tiPmeat`5[epl:s"=ar etrgchedyara9es.are.la:°ted.
2. An extedcr lumbar and/or lumber w tit m one Zico_crete=hall�essuch+mated1ACX4_unless.ath-rhMse nated. ___assembly. When mere than saeG�larm 1,ukad3abeJnsl2ped wd1>k a_daddu I dwelling unit FLOOR FRAMING
.i
Prop. Ridge EL 24.67
,
m
m
Prop. FF EL 12.2
BFE+2 EL 11.0
N
Ex. FF EL 9.2
FEMA BFE 9.0
I
Avg Grade EL 6.0
Front Elevation
i
N
.BUILDINO D P RT DATA: 00
ABBREVIATIONS ) U5E RA 5 N
Classification/Floor Area 00
FI r `n
ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER
Floor Level Existing Proposal Total
ACT ACOUSTICAL TILE MAX MAXIMUM
j Cellar (Finished) O O O
AL ALUMINUM MIN MINIMUM
ALT ALTERNATE MRB MARBLE
AFF ABOVE FIRST FLOOR MS MARBLE SADDLE 1st Floor 1907 Sf O 1907 Sf �.
to 2nd FloorO 1214 Uf
ASF ABOVE SUBFLOOR MTL METAL 1214 SfAz
A.S. ALUMINUM SADDLE NA NOT APPLICABLE
I L-
LL Total 3121 Sf 0 31219f
A.P.B. ANTHONY POWER BEAM NIC NOT IN CONTRACT
B.C. BRICK COURSES NOM NOMINAL
BD BOARD NR NOT REQUIRED Garage O 490 Sf 490 Sf i
BOT BOTTOM NTS NOT TO SCALE LCLNY
Q Front Porch •,
O O •'
BLDG BUILDING OC ON CENTER
OCC OCCUPANTOS V .r
BB CEMENT BACKER BOARD � Rear Porch O O O
CL CLOSET OH OVERHANG
� Decks
CLG CEILING PART. PARTITION 9 O O O
CLR CLEAR(ANCE) PC POURED CONCRETE <.,
COL COLUMN PT POINT T�
CONG CONCRETE PKT POCKET ;; ' a ``.-��;�,L •r.
CMU CONCRETE MASONRY UNIT RAD RADIUS
CT COLLAR TIE REQ. REQUIRED
CJ CEILING JOIST REV REVISION(S) sloe 0 e 0111V p
CANT �}CANTILEVER RM ROOM V— _
CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER _
U ;
DIA DIAMETER -71
R/R REMOVE AND REPLACE � � `- � Q
oz
DIM DIMENSION SEC SECTION
DR DOOR SF SQUARE FEET
O
DTL DETAIL
SIM SIMILAR _f w
O
DWG DRAWING SQ SQUARE
DN DOWN STL STEEL
EA EACH SD SMOKE DETECTOR
EL ELEVATION STD STANDARD r-
EQ EQUAL TC TOP OF CURB
EX EXISTING TEL TELEPHONE
EXH EXHAUST THK THICKNESS
D R301.2,1.1 (2010 Residential Code of New York State)
EXT EXTERIOR TOS TOP OF SLAB
EF EXHAUST FAN TX TOILET EXHAUST
Design Criteria Construction in regions where the basic wind speeds
EW EGRESS WINDOW TXF TOILET EXHAUST FAN
exceed from Figiure 8301.2(4) equal or exceed
FC FIRE CODE TYP TYPICAL
120 miles per hour (1771.1 km/h) shall be
FD FLOOR DRAIN TEM TEMPORED
designed in accordance with one of the following:
�T
FIN FINISH(ED) TEMP TEMPORARY Sg9/ lr
FLR FLOOR(ING) UON UNLESS OTHERWISE NOTED
FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD �'
S37.
FT FOOT(FEET) WC WATER CLOSET
O O Plans have been designed American Forest and Paper Association (AF$PA)
FJ FLOOR JOIST WR WATER RESISTANTin accordance with:9S
� `,�, E Wood Frame Construction Manual for One or Two Q
GA GAUGE \.\ Famiy Dwellings (W.F.C.M.) 2001
GALV GALVANIZED \ /,' 2 O
GLI GROUND FAULT INTERRUPT r CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA: (Table R301.20) H
� 0�0 t
GWB GYPSUM WALL BOARDS Wind Exposure Category: B
HC HOLLOW CORE \ �, �Ow 000 �0. \p`�� 9� { t Ground Snow Load: 20 PSF
HDW HARDWARE , e!'\\0 Cn
Wind 5 Speed: W
HM HOLLOW METAL / Ota 0• d� �� 3 p 110 mph 3 sec Gust 0
HOR HORIZONTAL \ 6� \ a\J\ �� 0 ��, 5e - (90 fastest mile) y w
HP HIGH POINT �\ L/ J� o, 0 1�'3 rn Seismic Design Category g V Z
HT HEIGHT SG S/ �, FF ✓ Extend Porch to Full Width of House W Z
HVAC HEATING/VENTILATION/AIR CONDITION \ j° \
�'C ` CO / a o; \Ao �-�asa v 1 - Kee 4'Wlde ^
IN INCH6 o ;��` q �0` b, fess- �,r 0 o Weathering Severe I� H
INT INTERIOR q .p O �/ �. ,
�` •�. �� D Frost Line Depth: 36 inches ~ �
INV INVERT41'Li \ /�o o o "4 W
SG s/ �/ \ ��° \9• Raise AC on 41-1
Termite Infestation: Moderate to Heavy
JT JOINT
KITCHEN c e a. �� Platform to EL 11.0 } F-�
KIT �"`
DecayProbability: Slight to Moderate
LAV LAVATORY o ;j \3 \ On s q4t'
oy'�0 w Winter Design Temperature: Suffolk 11 Degrees
\` yo'51A
\ ��lk '1 �0'�� ';B, Ice Shield Underlayment Required Valleys and Perimeter O
A MMMAl Iran e n \ / \� Y`� '0 ``
� 0�0� Flood Hazard � � M
Air Freezing Index 452
DATE: D B.P. �
,
FEE: BY; COMPLY WITH ALL CODES OF ��\"Q�0�.Go -� MIN. DESIGN PRESSURE (DP) RATING: o G4
Windows ZONE 4 DP 2.5 F. U
Doors (V 4. *-0
NOTIFY BUILDING DEPARTMENT AT . NEW YORK STATE & TOWN CODES ZONE 5 DP 30
765-1802 8 A TO 4 PM FOR THE AS REQUI D AND CONDITIONS OF / a�oo -` N zoNE 1 DP 25 U O
FOLLOWING'INSPECTIONS: \ �O �t �� �,�QQ ��� � O �' U
SOUTHOLD TOV','N ZEA a $ N zoNE 2 DP 30 w U
1. FOUNDATION - TWO REQUIRED \ °rye � Q
FOR POURED CONCRETE y D ZONE 3 DP 30
0
p.,
�' \ t cv ZONE 1
2. ROUGH = FRAMING &.PLUMBIIWG ,\ � �,�p
3. INSULATION , � � � ES DP 20
� �' '�` 0 � N � ZONE 2 DP 45
\ y0 �\�\000\
4. FINAL - CONSTRUCTION MUST 9
/ 'd /' �J��\ QO ZONE 3 DP 45
BE COMPLETE FOR C.O. Legend
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OFT
L/`Bi
,,�Q� .-
DESIGN OR CONSTRUCTION ERRORS. o _
Existing Walls to beTRemoyed ; '
r'
OCCUPA CY OR �.
New Walls and Pam IS ULAWFUL
USE
THOUT CERTIFICATE -
-� 4 i
@ _*; 0
Insulation WI s,,
�� OF
OCCUPANCY cobra _40-0
® Interior Cn
� � Wall � Zane
Door Zonge '" "�+ Perimeter
e e eter '` W
Window —F—A
Structural BeamAe ditional
Minimum Uniformly Distributed Live Loads: Table R301.5
L
Outlet
Ce dfication USE LIVE LC.)AD DEAD LOAD
i ay required. Exterior Balconies GO psf 10 psf
GFI Outlet 60F, Plot P I a n Decks 40 psf 10 psf p �
Scale 1=30 Possanger Vehicle Garages 50 psf as per plan
ATTICS without Storage 10 psf 10 psf c7
Switch ATTICS with Storage 20 psf 10 psf z Q Q z
Ceiling Fixture ROOMS other than Sleeping Rooms 40 psf 10 psf a A 3
-� Sleeping Rooms 30 psf 10 psf w v Ca Q v
Exterior Fixture
Stairs 40 psf 10 psf LE:
Guardrails and Handrails 200 psf 10 psf 1/4"
Smoke DetectorQ s: 12 psf for Attic dp N E W
Live + Ground Snow Load 20 psf 15 psf for Cath OQ�o�5� Che0
CO Detector
O ALLOWABLE DEFLECTION: Table 8301.7
r w
Vent ® Structural Member Allowable Deflection
Rafters having slopes greater than 3/12 with no finished sFp 077 001
Vent/Light n,t ceiling attached to rafters L/180 ARb�ES°S���P�
Ceiling Fan Interior Walls and Partitions
H/180 DWS:NAME:
Floors and Plastered Ceilings L/360 �O��//CG�
All other Structural Members L/240240
Exterior Walls w/plaster or stucco H/360 H E ET
Exterior Walls-Wind Loads(a)w/Brittle Finishes L/240
Exterior Walls-Wind Loods(a)w/Flexible Finishes 1-1120 DWG. NO.:
Note: L- Span Length H= Span Height
a. The Wind Load shall be permitted to be taken as 0.7 times the G owl
Component and Cladding loads for the purpose of the determining
deflection limits herein
PAGE 1 OF 3
DECK/PORCH RAILINGS TABLE 8402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE N
GENERAL CONDITIONS
1 All work shall conform to 2010 Residl'ntial�dP of New York 5+a+e, local Building�Zoning egdest_ Framng (Contlnued� 8312.1 Guards Reauired TYPE OR trapping L/etails 00and theNew York State Energy Conservation Code-Al Godes shall sup rr.de the drawings an shall Loci Bolts Porches, balconies or raised floor surfaces located more than 30" above the floor MINIMUM SPECIFIED COMPRESSIVE rn
or grade belowshallJsay"uards not less than_36"_in._height. en in Opsides of s+airs
5TRENGTHo(fc) pip
be incorporated Into the drawings-whether they are indicated on the plans or not. 1- Shall be of structural arade Steel with a total rise of more than 30"above the floor or grade belowshall have guards WeatheringPotentalb LSTA Strap Install 16" On Center
? Contractor shall check and vert all dimensions, notes and conditions of thesite-befon�any construction 2_Washers shall be placed under the head of lag bolts bearing on wood, length of lag bolts not le5s�han 3� height�neasured vertically from the nosing of the treads. Negligible Moderate Severe M
war_k is started. The Contractor shall notify+hQ Arohitec+of any disc rretlaneies or conflicts in+he draw�inas Basement walls,kundaibns and cher concrete mot exposed to the weather TT �
shall be a minimum 2/3 depth of members beina�olted together, 2Sa0 2Soo 25ooa
and/or field conditione_kzeforestarting the work.The discos ry of discrepancies after beginning the work shall 8312.2 Guard Opening Limitations Basement slabs and interior slabs on grade,except garage floor slabs 2500 2500 2500c
Required-guar__ds_onapensides ofstairways,s-stairways, floor_ar_eas,.balconiesand-porches
be the full respon ibili of the Contractor to correct. Altering Structural Members Basement wells,foundation walls,exterior walls and other vertical concrete
1_ No structural member shall be cmittted, notched, cut,blocked out or relocated without shalLhave�nterwediate._r_ailsararaamentaLdDsuresdhat�o�otallow�assageaf� work exposed to the weather 2,500 3,000d 3,000d
3--Contractor shall locate 6 stake out all xi tinea ,nd rgraund utilities prior to any_exc_avation. The utilities shown sphere 4"_cr-more Ia_doometer c' e '
friar approval of the Architect. Do not alter_sizes of members noted without approval Porches,carport slabs and steps exposed to the weather,and garage floor slabs 2,500 3,000a 35ooe
on the plan are an approxjma+e location only .
>(•
of the Architect. For 51:1 pound per square Inch a 6895 kPa.
Exception
4 Contractor shall bQ r_esponsible for arranging all necessary permits and inspections, ncluding Certificate of Occuiparay(C.O.)
the trianguar openinas_.formedhy the riser,+read and bottom roil of a auar�nat the open °•Strength°t 2e a°y5 psi,
Built-up Beams side of a stairway are permitted to be of such m size that a sphere 6"cannot pass b.See Table 9301.20)for weathering potentiol.
unless otherwise noted. a.
1. Built-up beams or joists formed by a multiple of 2 x membersshall be interconnected ae follows through Simpson Strong-TI .• :�••-,
5 Written dimensions shall have precedence over sealeddimensions end larger scale details shalLhav�precedence over smaller a- Members 12" and less in deothe glue and internal w/2 rows 16d nails at 12" c.Concrete,Hese to cot ons tha+may be subJeet to freez ng and thaw ng du ing const�c on shall be ah�rtrained concrete
In°aaard°nae wiffi FaatroM d. Rafter to Rafter H2A - Rafter Clip Rafter to Top Plate
c.c.staggQred. HABITABLE SPACE d.Concrete shad be a r e k°Ined.Total air content(percent by volume of concrete)shall be not less than 5 percent or more Con n eetio n De 11 `
than 7percent. Connection Detail
scale details/drawings Drawings are not to be scaled, b- Mem bets arcater than 9 1/4" in de or mu+iple 3 x members through bolt with 1/2"
diameter machine bolts at 24"c.c. 1. All habitable spaces shall conform to the follawing sections of the Residential Code Y
G. Any deviation from the Architect's drawings must be submitted to the Architect in writing for approval. of New York State: e.see season 9402.2 far maximum aememir°ua materials la v. •'
8303 Light-Ventila+ion ands andFlea tinaleatina f•For garage floors wMfi a steel(roweled finish,redu_Hlon of the fatal air content(percent by volume of concrete)to not less than
Cutiina Of Beams, Joists and Rafters 3 percent is permitted IF the specified compressive strength of the concrete Is Increased to not less than 4,000 pal,
7. Contractor sha11_be_responsible for adequatelyra ing and protecting all work during construction gins+damagQ breakages 8305 Minimum Room Areas
of wood beams, 'oists and rafters shall be limited to cuts and bored holes n
collapse distortion andel m�salianment according to applicable codes, standards and good tlrgc±ice. ��ing � not 8305 Ceiling H�iaht H2.5 Gips
than 1/6 the depth of+he memberand shall not be located in the middle 1/3 of the span_ Notch 8306 sanitation
6 All wD.rkshall be performed in a�tr5t_class-manner with all new materials Contractor shall provide __all a ulpment, labor and depth of the ends at the member shall not exceed 1/4 the depth of the meml2er. Holes bcred�r TABLE 8403.1 MINIMUM W DTH OF CONCRETE OR MASONRY FOOTINGS Qnchesb
8307 Toilet Tub and-Shaer Spares
out into the joint shall not be closer than 2 Inches to the tip or bottom of the joints and the_ C T 110
materialsnecessary fort roper execution and timely corn of the work Contractor shall be responsible for all materials LOAD-BEARING VALUE OF SOIL s Use every other nail ho e ENGTH 0
diameterof the hole shall not exceed 1/3 the depth of+hejoint. The tension side of beams hoists (P in A row to provide th a
and eauIpment stored at the site. EMERGENCY ESCAPE I RESCUE (OPENINGS P310 1,500 ZOOo 3,000 s4,000 code-required minimum
and rafters of 4 Inches or greater nominal thickness shall not be notched, except at ends of center-to-center
members. 1._Basements�ith�abitabJespace�ndavQrys)feeping�-oom sholLhave-atJeast_one-operable.Emer_gency Conventional light-frame construction
S. All contractors and their sub-contractors shall carry insurance that will protect the Owner and the Architect from claims from _and_Rescue Opening much opening shalhpetidireetLy in+_oa�aublicstreet, publicalley,�ard or tour+. 1-story 12 12 12 12 spacing for nails c52o Q
damaaea; r personal Injuries, Including death which many arise in connection with this proieat. �herebasements_aontainane or more slee}�ingrooms,smer�ency�gress shall�elequir__ed_in_eacKxoDm 2-story 15 12 12 12
Pipes in -Stud Bearing Nails or Shear Nails 3-story 23 17 12 12 O
_butsholl__not kzerequir�dJnadjoiningar_easa�ithe�asement��/hero_emergency�ndresaueaeningsare
1- Notches or bored holes to studs of bearing walls er partition shall not be more than 1/3 the GL C
10, ontractor to Indemnify Architect and Owner and hold harmless �- -provided-'hey shallhave_a_silLheight of not more-than 44-notes.above�he-loar--Where-'hesloo"pening 4-inch brick veneer over light frame or 8-inch hollow concrete masonry SPAN W �+
depth of the Stud. -lavinga threshold_below-the-adjacent-groun"levation-serves�s_an emergencyascape_and_r__escue�pening 1-story 12 12 12 12 c52o
11. The Architect is not responsible for construc+ion meansi, methodstechniaues,_sequP�ns_es, procedures or for the safety precautions �nd�5�ravided with a bulkhead endosLrQ shat(I_complywlth5ectionR3103.__Ihe�ietalear�penng 2-story 21 16 12 12 Q
and proramsIn connection with this project Bridging and Blocking _dimensions-requir_edhy-thissection-shall beolbtainedhy-he-normaloperation of the amer_gency�scape-sand_ 3-story 32 24 16 12 Q
1- There shall be_not less than one line of bridging in every six(�of_sppatvn-'loot}rLic�and roof C52o
_rescue_from_the�nside�_><mergenay_esaapeamdrescLeapeningsshalLopen�ireatly�ntoa_�ublic�eta�or�2a_ 8-inch solid or fully grouted masonry A,
12, All constructlan with the IlOmph a d 120 mph three-second wind speed o Nassau Suffolk Countie shall be in conformity framing. The bridging shall consist of no+less than 1 x 3 inch lumber doubled nailed at each end
ne( s� _yarda�cflLr�thatapens�o��ublia-vay. 1-story 16 12 12 12 Provide minimu 12��
with the American Forest E Paper Association 2001 Wood Frame Construction Manual or of equivalent metal bracing of equal rigidi Mid-span bridging is n_ of required for attic or roof 2-story 2g 21 14 12 end distance
cep (AE¢,P_�) 1LMin lmum Q�eningAreas-�ILemergencysscapeand�Escueapeningsshallhavea-nnlmum�etslear ry 1
framing where joist depth does not exceed 12 inches nominal opening-cf-S.Zsquare-feet 3-story 42 32 21 16 Equal n mbar
13 All contractors shall be licensed and insured 1.2Minlmum_.Opening Height The minirmum_clearopeningshcR-be24_inches Spin each end Header to Studs
2. Block solid at all bearing supports where adequate lateral support is not otherwise provided. 1-3 M nlmum_Opening Width-The-minilmum-clear_openingshall be-20-Inches For 51:1 inch=25.4 mm,1 pound per square foot=0.0479 kPa. COnneCtlOn Detail
14 Contractor to obtain Owner's of Architect's approval for all materials :sten and equipment prior to purchosingAll equipment- Block all stud walls at maximum intervales of B feet with minimum of 2 x solid material with Q ening�onsil'aints_Emergenay�scapeand�Qsaue�peningsshalLbeaperational�rom_thelnside_
tight joints. of the room-without the-use_of-keyis tocls.or-spec al-knowledge. a.Where minimum footing width is 12 Inches,use of a single Wythe of solid or Stud to Stud
and materials are to be Installed par manufacturer's wlritten speGifisatiane, g-� fully grouted 12-inch nominal concrete masonry units is permitted. COnnectlon Detail CS O C O
15 Contractor shall keep�hesite clean and free of debris. 3. Provide 2 x firestops at midpoint vertically of stud wall. 2._Window W_ ells-The_minimum-horizontalarealaf-the_wlndow_wellsholLbe O-square feet feet -m1nirm m_horzontal F
-.projectio-rLand-vidth-of-3SAnches.�he�rrem_cf-the-window_welLsholLollow the-emer_genc)Lesaapeapening O
16. These drawings are the property of the Architect and shall not be used without his consent. Orawinae=hall not be used for Issuing Plywood �o-be_fully-openied.
of a building permit unless sianedandscaled by Louis Schwartz, P.E. 1. All piywood_shalLbQ�1g-Fir or equal. It shall be manufactured and Graded in accordance with: TABLE 8401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALx
U5 Product Standard PS 1-63 for Construction and Industrial Plywood 3.Bulkhead�nclosures-Bulkheadsnabsures shdI-provide direct-access-to.the.basement�he bulkhead_enclosur_e CLASS OF MATERIAL LOAD-BEARING Q
17 Contractor to follow all manufacturer's specification4,recommendations and Installations on all products used in this project.�latify_ 2. Each p food sheet shall bear the"APA"trademark with the-door-pants-h-the fully apen-posi+iom she _SII p vlde-theilinimum-net clez"pening-requiredJ2y Sectian PRESSURE(pounds per square foot)
the Architect of any conflict between the plans and manufacturer's speclEcations,recommendations and installationdetails prior to 3 All end joints shall be staggered and shall butt along the center lines of framing members. R310.1.1. Bulkhead enclasuresshall_also_comply wJth_5ectionR31L5.B.2. Crystalline bedrock 12,000
installation of product on this pp�ject Contractor shall be responsible for correction of any work that prevents the correct installation 4. The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel �(
Sedimentary and foliated rock 4,000 �
of aspP i-c fled product as shown on the drawivuvvr✓�. to the studs. ENERGY NOTES Sandy gravel and/or gravel(GW and GP) 3,000
S. Nalle shall be placed 3/8" minimum_fromnnAdae of sheets. The minimum nail pentration into framing h�
18 Match all existing conditions asy -elate to finishes, Iigh+ing coursing dimensions. heaht. alignmen+, etc. Move and re-locate members shall be 1 1/2"for 8d nails and 1 3/6"for 10d nails. Sand, silty sand, clayey sand, silty gravel and clayey gravel O
(SW, SP,SM, SC, GM and GC) 2,000
any partitions,wiring plumbing and ductwork that may be cranceded In walls or ceilings_being revised,to provide a complete job in all 6 All floors shall be nailed as per nailing schedule. ELECTRICAL Clay,sandy clay,silty clay, clayey silt,silt and sandy silt W
respects, 1. All electrical work shall conform to the rules land regulations of the National Electrical (CL, ML, MH and CH) 1,5000 V Q
Partitions Code, Residential Code of New York State_,rand Board of Underwriters and its
1. General: referenced standard NFPA 70-200
� � W z
a. Provide solid blocking at 4'-0"e.c. between the joist and first interior parallel joist. 2. The electrical equipment and wiring shall be Installed In accordance with Chapters 33 Z nW
b Splices of+he top and bottom portion of double top plates must be-staggered a min. +hru 42 of the Residential Code of New Yorlk State.
of 4,"0,,. Floor to Floor
3. Electrical work to be inspected by an approv✓ed electrical Inspection company, F-•I
EXCAVATION AND-BACKFILL( c. Splices shall occur only directly over studs. 4. All electrical outlets in "wet"areas to b.e grolund fault intern ter(CFI)type.
1 Contractor shall locate and stake out all existing underground utilities prior to any_excavatjon. The utilities shown on the plan d. La +p o_p_plpiate= nt corners and jn+ersections. 011neCtlOn Detail
are an a imate_location 2 IS miming Walls supporting one floor or more: W
pprox Single and Multiple Station smoke Alarms
n. Parti+Ions meet be constructed of minimum 2 x 4 studs Gpaaed 16"C.C. of type lumber Singe and multiple-station smoke alarms shall be installed in the following locations: W
2 Excavate a"rear +he drawings All excavations shall be the minimum depths required achieving clean Lindistlarbed_ -specified. 1. In each sieeoina�a slA(LING SCHEDULE"B"(Wood Framing Construction Manual
virgin soil with stable moisture content and non-shifl•lnc and non-shrinking soil characteristics. The Contractor shall be responeilzle In. Ifdouble+op plateofless than 2 2 x C'--or 2 2 x 4's is used floor joists shall be centered NAILING SCHEDULE: Table 3.1(WFCM)
2.�lttsideaf�aahseperatesfeep,ing area in the�mmediate vicinity of the OUCH OPENING REQUIREMENTS FOR WINDOW OPENINGS
for notification of poor soil characteristics to the Architect and shall not proceed with the work unt 1 receiving ins+ructions from the Architect. �ire�tivwer_and_below-bearin-�_walLstuds with a tolerance of than 1". bedrooms. Note: This schedule does not include nailing for metal framing straps(see section
C. Searing stud walls must b ah ath d with minimum 1/2" gyp bel fastened accord ng to for strapping and requirements section for rough opening framin NOTATION
3. The Architect has prepared the drawings and speclfirotjons with an assumed bearing�pa i of 1 ton per sq.ft andanstssl -soil manufacturerr's recommendation 3. On each additional story of the dwelling indudinas. In meets and cellars but PP 9 q 9 P 9 9 ROUGH
requirements). OPENING A B G D E F
not including crawl spaces and uninhabitableattics. In dwellings or dweling units ^ �
All nailing Is a general specification it applies unless otherwise noted.
characteristic of sand or gravel with minimum trot_-eeof claysnless otherwiseJloted. with split levels and without an in+ervenin�a door between the ad'acen+levels_a- M
P J 2'-O" 2 (1)2X4 1 1 1 1
Corner Bracing smoke alarm ins+olled�rLthe upper levelshall suffice farthQ adjacent lower levet
4. All excavations for concretepiers and footings-shall be a minimum of3 ft below finished grade unless otherwise noted on the plans. 1. Unless otherwise noted, brace eterior corners of building w/4 x 6plyfoodsheet of thickness to match er Ieve1. 1 2 X 4� 2 2 2 2 Q�
that of sheeting. C
-fir ROOF � CEILING FRAMING (2)2 x 4 oR 112 X 6 3 3 3 3 z
All backfill shall be clean granular fill. When more than one smoke alarm Is required to be installed within on individual dwelling unit [.., U
2. Overlap plate5_atallaorners the alarm devices shall be interconnected in such a manner that the actuatuion of one alarm Rafter to Top Plate(Toe-Nall) (3)8d Common Per Rafter 2 2 X t6 4 4 4 4 a �..al
6. No backfill shall be permitted against concrete or masonlry foundation walls without floor framing or-proper bracing as required to prevent
damage to walls. No baakfillshall be permitted within a minimum of two weeks after pouring The contractor shall be responsible for any bel itcom to all of the alarms s the individual uni itt The alarm shall se clearly audi le in all n 2 2 X(6 U z
P Nailing bedrooms over backreund noise levels with all initevenina doors closed. Ceiling Joist to Top Plate(Toe-Nail) (3)8d Common Per Joist Notations: (;) Q
A. Number of 8d nails at each end of strapping U
damage to concrete or masonry wall 1.-All-nailing shall comply with nailing schedules shown. Ceilin Joist to Parallel Rafter Face-Nail (6)16d Common Each Lap B. Number of sill studs on the flat(does not apply ashore. Q W
All smoke alarms shall be listed and installed in accordance with the provisions of the C. Number of full height king studs at each end of side header, �1
Celina Joist las over Partition Face-Nail (2)16d Common Each Lap D. Number of 16d nails end nailed through adjacent kin
Alignment Residential Code of New York State and the household fire WQ.=gprovisions of NFPA 72. g j g stud to end of heads
1- All rafters and joists framing from opposite sides shall lap at least six(6)inches and nailed+age+Mer with Collar Tie to Rafter Face-Nail (3)8d Common Each End at each
Power Source E.Number of Jjock studs at each endof headers((assume double headers)
(3)10d face nails. Blockin to Rafter Toe-Nail (2)8d Common Each End F. Number of 16d noilsend-nailed through adcent jack studs to end of sills)a+
CONCRETE 2 When framing end to end joists shall secured together with metal straps. In new construction,the required smoke alarms Ishall receive their primary power from the each side. (Does not appy to owner)
1 As Per Chapter 4 Residential Code of New York and Tables 401.4.1 403.2 included on this sheet. building wiring when such wiring is served from m commercial source or can on-site electrical Rim Board to Rafter End-Nail (2)16d Common Each End
FIREBLOCKING/DRAFTSTOPPING power system, and when primary power is interrrupted, shall r__eceive power from a battery.
2 Concrete shall be air-entrained. Total it content(percent by volume of concrete)shall not be less than 5%or more than 7%. ''na p g_ q WALL FRAMING able 5.11 Wall s-Exposure
and Cladding Attachment Requirements for Wind
1. Instal fireblccklna�uired as pas per-Section R60:2.6 and draftstoppinao-as per Section R502.12 of the WIr1 shall be permanent and without disconneatin switch other than hose re wired for Loads-Exposure B
-Residents Code�f�ew York 5+ate. overcurrent protection. smoke alarms shall be ipermitted to be battery operated hen_ To Plate to To Plate Face Nail (2)16d Common Per Foot
STEEL NOTES installed in buildings without commercial power or an on-site electrical power system or in W a3 es 90 0o Ica 20 0 40 so
2. Fire stopping shall be provided to cut off all concealed draft openings(both horizontal and vertical)with
4 16d Common Each End
1 All Steel shall have a minimum Fin of 24,000 p.s.l. 2" nomimaLlumb_eror_2 th' buildings that undergo repair. alteration. chnge of occupancy, addition or relocation in To Plates at Intersections Face-Nail O g F P F P F STRUCTURAL SHEATHING P F E F E F
accordance with Appendix J.
Stud to Stud Face-Nail (2)16d Common Each End g„�gp,°;�
Sbembing L,caan,i fincha,a.e.) Muim�Ndi SpaeingS Por Bd Conaria,Nails or lOd Box Naiie("ochea,o.e)r
? All Steel shall aonform to the later+A S T_M_ specifics+ions for A-36�tQel.Pipesalumns�hall conform to A.S.T.M.A-53. FLA�7HING/CAULKING NOTES
16"D.C.aloe edges 12 6 12 6 12 6 I2 6 12 6 2 6 2 6 11 6 2
Carbon Monoxide Alarms Header t Header Face-Nail 16d Common g g
Imetinr2one 16 6 12 6 12 6 12 6 IS 6 12 6 12 6 12 6 12
1- Provide metal fiashing where frame lumber 1.6 In contact withsolLorconcrete. Providehidden�blind�metal O
Carbon monoxide alarms shalLbeJnstalledl thl`following locations za 6 z 6 z 6 z 6 n 6 Iz 6 hz' 6 Iz° 6 12'
_ flashjna where+otls of roofs intersect vertical wallsurfaces. Provide metal stepfloshing grand all chminevs. To of Bottom Plate to Stud End-Nail (2)16d Common Per Stud 12 6 12 6 : 6 : 6 1
2 6 12 6 12 6 ,: 6 ,_
1. Carbon Monoxide are required on each level on which sleepinaspaces are located. Perna-r Edgc2mm 16 6 12 6 12 6 : 6 12 6 12 6 2 6 1: 6 12'
FRAMING skylights and where sides of roof intersect with vertical wall surfaces All metal flashing shall extend up Bottom Plate to Floor Joist, Band Joist, End k 24 6 2 6 2 6 2 6 12 6 h=' 6 1=' 6 1=' s l2'
2. On any s±ors where afuel-fired appliances and equipment,solid fuel burning (2)16d Common Per Foot � >
1. Minimum header size to be(2)2 x 6 with 1/2" CDX PI ood Flitch plate unless otherwise noted_ vertically of 4"from roof unless otherwise noted" Josit or Blocking(End-Nail) BOARD SHF.ATNINGor LAE SIDING W
)^A appliances and equipment,fireplaces or attached gar oases are located. Sheaihmgsj Raft"T..a saa-jae Mmanam Nog 1,erofgd Comm.,xadswlodsox N.ih
2. Flash, caulk and seal all junctjens of new and existing�'ostfs,wallsandpenetrations,to form a-watertight ('" `' "S g"
l 1x6 ar lxe SheeWme i2-24 2 2 2 1 2 2 2 2
assembly._ _ Oa Shetlhm Iz-24 3 3 3 7 7 7 3 7
2. All exteriorlumberand/or lumber with mason/concrete shall be pressure treated CQ) unless.otherwise noted. When more than one CO alarm required to be installed within an individual dwelling un t FLOOR FRAMING I
E - Nail acecmg u pe«I edge°(b)
the alarm devices shalLhe Interconnected in suclaanannerfhat the actua•tulon of one alarm F N.l�. getmamediakxagpn amd�,.«Ifiad(s)
plywood J VENTILATION will activate all of the alarms In the individual unit. The alarmshall be clearly audible In all Joist to Sill To Plate or Girder Face-Nail (4)8d Common Per Joist Fo wN, aMngwnnin4f-of�e,9va,,aK<fnap ma-adgem«a�M1mam samm,IssM1.ItM1 as d.
3 All wood subfloors shall be 3/4" ood to slued and nailed to taints.
Ventilation Reauiredleve
T°bWYad l:°hos.nail ag mg mums eh a hag ennched m e lid fiammg memo n w,M1 C>0.49.Fa "m,ng memF n vj h 0.42<G<0./9,Ne u l xpe np
bedrooms over backround noise levels with 11 initevenjng�oors_closed. Brig in to Joist(Toe-Nall) (2)8d Common Each End .h.hh6e eda dm6mM1,,.°.
4. Allwood_frame openings In floors, roofs,ce_ i-linos shall Howe a minimum double"trimmer and header"framing unless otherwise noted Enclosed attics and enclosed rafter spaces formed here ceilings are aptllied directly to t undersidla-of oof Fa a trnap.K°id ng.g�..,=<d6nx.ad.116<pmmin dmlm. m�a�,oma«mgR..
Blockin to Joist(Toe-Nall) (2)ad Common Each End Tabahaodn.il, nga"°am-a1,wWwg lar Mm ExpoameB
rafters shall have Cross ventilation for each separate_spaae by ventilating openings protected against the Lid -- Cly
Al CO alarms shall be listed and installed_inaaaordance wi+h the provisionsaf the
entrance of rain or snow. Ventilatin open in s shell be provided with corrosion-resistant wire mesh with 1/B" Table 3AA Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection
S. All wood frame wall openings shall have minimum double stud posts at each end. 9g P Residential Code of New York State and the household fire warning provyions of NFPA 72 Blockin to Sill r To Plate Toe-Nail (3)16d Common Each Block Requirements-Exposure e W-1 O J
minimum to 1/4" maximum or etas. (Prescriptive Alternative to Table 3.4) FL kj
Ledger Strip to Beam Face-Nail (3)16d Common Each Joist H
6. All hanging woad hoists_and�aftEr-s_ehall_be..supported wri+h steel foist hangers. .Power Source
r-se-W(has wind
spxd(mph as 90 loo Ito 120 130 too Jso
Minimum Are a Carbon monoxide alarms- carbon monoxide detactors,andalarm control units to which carbon Joist to Led er to Beam oe-Nail (3)8d Common Per Joist Z Q Q 3 Q
7. Whenjoist_hangers are in contact vw/ACQ lumber use Stainless steel joist hangers an_fastners only_ Ihetotal net free ventilatinq_arrea shall not be less than 1 to 150 of the area of the space ventilated. monoxide detectors are connected shall receive their primoryTpower from the buildina.W46ri . Ra sp.ei.lmg Joy wa,l Nmnber!sch Raft
mmon wWor clS Oring 10dMa Boa wTop late co�iled)
Specine(in) Hright(ftJ Rejtnired in Each Rafter enNor Ceiling Joist to Top Plate ConnectsoniuA
Band Joist to Joist End-Nail (3)16d Common Per Joist d 3 x
and-shall-be equipped with a battery back-up system that outomatically pr_cvidee-power__from t2 b 2 z 2 2 3 3 3 3
Vent Clearance 10 2 2 2 2 3 3 3 3 U A Q /'U
6. All roof and wall sheathing shall be 1/2"CDX Pywood. one or more batteries when primary power is interrupted. Wiring shall be permanent and Ban Joist to ill or To Plate Toe-Nail (2)16d Common Per Foot 8 2 2 3 3 3 4 4 4 SCALE:
A minimum of a 1"spaceshallbeprovided between the Insulation and the roof sheathing at t he location of the vent. without a disconnecting switch other than those required for over current pra±actian. 16 10 2 2 3 3 3 4 4 4
9 All wood floor jot t and flat roof rafters spannjing 10'-C)"or greater shall be provided w/bridging at mid-span or at no greater thor�6-01 ROOF SHEATHING 2° g 3 3 4 4 s s s 6
GLAZING IB 3 3 4 3 3 6
intervals. F-�SGeptio ns T.WI W o own ost baud on a.°nmpnone m Table 3.4. rej)Structural Panels See zone dig ram TeWie ed connMion atnh-meoD aeeumeabuiM ng to ped nExposueH7,1 AIII al�g shall conform to 8306 C la i ofthe Residential CodeofNew York State o %lwa mgberofiueralL Ru ° Brnilin or structure tabnlatadmuberofoRistegmrcd. wQ10 Provide double floor jailts under all paralllel walls above. Interior Z ne 8d Common 12"O.C. Toawdtmi.g,eomort ha 2 oo-nlsehdlheYrnlledioachsdeofFanRe u«ilingjos whmfesmedbs2x4top [y ,perwithoutan eleztr_icaLpower-sourse_shalLhe bat+�ry otleOtlerated tah-9r3t«WINDOWS Perimeter Zone 8d Common 6"D.c. Table 5.5A Top and Bottom Plate to Stud Lateral C:onnectlons for Wind Loads11. Install steel strapping at all framing embers as required. (See Details) Allwindowsspecifiedoson egress window shall meet or exceed the requirements of the R-SCNYS(Section 310); 2. In buildings that undergo repair, alteration,chance ofoaaupgncy, addition or relocation jn Exposure B _ w
8d Common 4"o.c.
Min.Opening Area=5.7 sq,ft, accordance with Appendix J• carbon monoxide alarms and carbon monoxide detectors may be (Prescriptive Alternative to Table3.5) 0 2
Z
12 All top plates in wood frame walls shall be doubled and over with intersection walls if possible. Mjn. Opening Height=24" b 1tery operated,cord a or direct plus. nn«secordGoalWindSixed men) gs 90 1°0 1,o Im 130 loo Iso `i'F 0� �t
CEILING SHEATHING o. os- s
Min. Opening Width =20' Smd Spacing(inJ Wall Height(ft) RequaW Numberol l6d Common Nails orow Be.Nmlapm .Flat-Co,"ecbon
13. Dimensional lumber to be Doug Fir#2 cr better, I Ph�000, E=1.5 x 10(6) Gypsum Wallboard 5d Coolers 7"Edge/10"Field 8 2 2 2 2 ')"'2 2 z 2 bF�SSIa
10 2 2 2 2 2 2 2 2
g ��+ �, Sill Height c 44" Max AFF tz 2 z z 2 x : 2 z DWG. 1�'A1V71~✓:
14 Laminated Veneer Lumber(LVQ have a min Fb=2,650 and an Ec 1.5 x 10(6) DRYWALL NOTES WALL SHEATHING DETAILS 12 14 2 2 2 2 2 2 2 3 all ET/ ,ILS
16 2 2 2 2 2 2 3 3
Typical Bathroom Walls Ceilings Structural Panels ad Common 6"Edge/12"Field 18 2 2 z 2 2 2 3 3
15 All shims under sellar girders to be steel only. zo 2 2 2 2 2 3 s 3
1_ Provide 1/2" mold mo»» lire resin+an+oypeum board to all walls ceilings, inchdinaalLbtthroom walls and ceHinas
Gypsum Wallboard 5d Coolers T Edge/10"Field '° z 2 z x : z z 3 � NOTES
and any wet areas. A gypsum board shall receive one coat of tape and three coats of joint compound minimLm. 12 z 2 2 2 2 z 3 3
Batts In Wood Fra 16 14 2 2 2 2 2 3 3 3
All walls callings and as ledges to receive the or stone shall be set on 1/2"cement board FLOOR SHEATHING Subfloor 16 2 2 2 z 2 3 3 4
1 All bolts in wood framing shall be standard machine bolts w/standard malleable iron washers or steel plate washers 18 2 2 z 2 3 3 4 4
Garage Waif Ceilings Structural Panels 20 : 2 2 z 3 3 4 4 DWG. NO.:
2. Steel plate washer sizes shall be as follows: g 2 2 2 2 2 3 3 3
2. Provide one lover 5/B"T e-X sum board to all wais5and ill a of all attached a=are es and room engl 10 2 2 2 2 3 3 3 4
a 1/2"and 5/8"Diam. bolts-2 1/4"sq. x 5/'16" � i#P s�ag g os�- 1"or Less 8d Common 6"Edge/12"Field 12 z 2 z z 3 3 4 s
In.3/4" Diam. bolts 2 5/B" sq x 5/16". _mat producing egTipment Provide one layer 1/2"Type-X gypsum board at all interior house walls common to 24 14 2 2 z 3 3 4 4 s
__garaaes. Provide onelay�r 5/B"Tye-X gypsum board over al heat product �uipment In all unfinshed open Greater than l" 10d Common 6"Ed a/6"Field '6 2 2 3 3 4 4 s e
g 18 2 2 3 3 4 5 5 6
A001
3 Each bolt hole In wood shal be drill 1/16" larger than diameter of the bolt. Note: Maximum wall height 110/'120 mph zone, Exposure B Spacing @ 16"o.c. li-enpuv-bans arc baaedooassam,apse.Tw,la3s. 3 ° 4 s 6 ,
Gel Igrs. by 0.92 for framing not l
te
Tabulated Barring bade and-oan-mion quireemm,atoll be panned b be mml"iplied located
4. For all anchors, see abu
typical details. is 14 feet, see plan for additional specfication if applicable. Mhingf«lofeomm,
Tehulated Raining beN Baume a building I«Red m Expaaurz B.
PAGE 2 OF 3
N
00
It
00 O�
M
Railings to comply with R312.1 R312.2
Notes on A-1 for Full Description 2 x 6 DJ @ 16"O.C. M
See pt
Ex. Front Porch
Treated 4 x 4 Post :7
On PB Post Base 8" PC Wall
On 12"Diam PG
22 10" Post Ftg 36"Deep Min (Typ)
Bedroom
Railings to comply with 8312.1 R312.2
See Notes on A-1 for Full Description
(2)Treated 2 ,8 Hdr Simpson HD-3 Holddown
#3 Barrs 24"O.C.
Simpson HO-3 Holddown 22-2 Key Living Room
Flood Vents -------- ———— --- --------
Use Smartvent Model 1540 ( ——— — — — — — —— ——
Placed 12'Above Grade rented 2 x 6 Ledger Lagged — #5 Barrs Horizontal Closet
to Foundation TECO DJ to
Area to be Vented 676 SFI I Closet
Simpson HD-3 Holdd n I I Ledger 4 Smart Vent 1540 2009 i 4 Simpson HD-3 Holddown New 16"w x 24"d
I I lq 1150/200- 3.1 Vents PC Grade Beam
Use 4 Ven I I
ew Beam Pocket 8 x 5 Stec ea L Bedroom
Q
Ow
wx
r I New Be Pocket I 1 v�
/8 Ancho Bolt(28" C. Max) I I AB Glhance 995 Helical Pile Q
01 I I 12-10-8 Helix 10 Ton Ultimate
U� , I I Capnc;ity Min
x 1j) x
4
1 U3
0
II I �U' Q I Grade Beam Detail Kitchen
3
Scale 3/4"=1' Bathroom
4" PC Rc Slab
New 8"
1
Simpson HD-3 Holddn Simpson HD-3 Holddown Wall
I C I I
I I I I q
Railings to comply with R312.1 $R3 2.2 I ( 1 _j
See Notes on A-1 for Full Descri tion
[�
l� r Keyway in Grade Beam
Floor Plan o
New 12"Ditam PC Pi on , , I I AB Chance 555 Helical Pile
3-6 I I I 1
24"x 24"x 10"D P tg 12-10-8 Helix 10 Ton Ultimate
Capacity Min U w
0
N I
2 x 6 DJ @ 16"O.C.
New 18" x 24" I i Simpson HD-3 Holddown New 18"w x 24" d
I I ' PC Gra e Bea I ~ l O
� PG Grade Beam
1 i i F-a
X ( �— New eam ocket J
W
AB Chance SS5 Helical Pile
——_—— 12-10-8 Helix 10 Ton Ultimate ~
7- L —— ———————— ————————
Treated 4 x 4 Post Capacity Min
On PS Post Base
On 12" Diam PC
Post Ftg 36" Deep Min(Typ)
Wall Foundation Detail ►moi M
Scale 3/4"=1'
Foundation Plan o G4
Simpson HD-3 Holddown
U
z
v O
U
w W
Q a
Prop.Ridge EL 24.67
Ex. Ridge EL 21.67
W10 x 22 Steal Beam
Ex 3 x 8 FJ 1/2 Anchor Bolt min V Embedment
One Each Side
z
O
Steel Beam -+
® ® 1//4"Plate Flange
W
Dopper Termite Shield CY
0 oil
Use 3/8" Bolt w/nut and washer Rim Joist
Prop. FF EL 12.2 Treated 2 x 6 Sill New Conc Block Found L
S
Fill Voids Solid #5 Bars Vert 24"D.C.
BFE+2 EL 11.0 Simpson PA51 Strap Holddown m M
J
12"Diameter Concrete Pier Ex. FF EL 9ars Vert LD
I? w O � 0)New 12"Dlom PC Pier
FEMA BFE g.0 w
� W �
2 Inch Min Clearance Z Q Q Z
w
� 3 Q
w
Avg Grade EL 6.0 U 0 Q x
SCALE:
'.Ex..2 x.BFJ •
New 18"x 24" PC Grade Beam
24"x 24'x 10" PC
Col. Ftg w/4"Steel Col New 36"x 36"x 10"d
Area to be Filled to Grade oJ\5�•S.°1�yy���.p�
PC Pier Ftg C-21
oc
New 36"x 36"x 10"d = ` ' w
LU
PC Pier Ftg2
AB Chance 995 Helical Pile ��
AB Chance 555 Helical Pile 12-10-8 Helix 10 Ton Ultimate
�Fo "�T/oo6-�
12-10-6
Steel ConnectionCapacity
Helix 10 Ton Ultimate r
Capacity Min 6Ftis�O�'
Ca aci Min
Detail
10 Ton Capacity Pier Foundation Detail PLANS
Helical Pile(Typ)
Scale 3/4"=1'
DWG. NO.:
Schematic Section A - 2
PAGE 3 OF 4
00
o;
M
00
M
gi
Prop. Ridge EL 24.67
z ,
r
N
o W
■
V/
oz
ow
wo
Prop. FF EL 12.2 a d
BFE+2 EL 11.0
Ex. FF EL 9.2
FEMA BFE 9.0
Avg Grade EL 6.0
Front Elevation
Rear Elevation a
0
x
h
0
W Un
U o
Www z
ZQZ o
wH ~
c �
O �D �
W � M
Z
O
H
a u
� z
v O
U
w W
zddQ a
z
w
x
® ® Left Elevation
n rn
Right Elevation LDLD
z Q Q 3 Q
w �
a
w
U c Ca U
SCALE:
1M' =
1 '
C-2 o
* oc
W
o w
2
�2 0
NE` 0T7 06
v
�R0 iSS10Nr
DWG`. NAME: l
ELEVATIONS
DWG. NO.:
A - 3
PAGE 4 OF 4