HomeMy WebLinkAbout43596-Z o���pFOl��oG Town of Southold 1/31/2021
e
P.O.Box 1179
a 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41806 Date: 1/31/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1980 Sigsbee Rd, Laurel
SCTM#: 473889 Sec/Block/Lot: 144.4-15
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/22/2019 pursuant to which Building Permit No. 43596 dated 3/28/2019
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
alterations and additions, including covered front porch, side stoop and rear stoop, to an existing one family dwelling as
applied for per ZBA#7240, dated 2/21/2019.
The certificate is issued to Crom, Steven
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
A ' d ignature
I 1
�u�Eot TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43596 Date: 3/28/2019
Permission is hereby granted to:
Crom, Steven
Vogelsangstrasse 3
28213 Bremen,
To: construct additions and alterations to existing single-family dwelling as applied for per
ZBA approval.
At premises located at:
1980 Sigsbee Rd, Laurel
SCTM #473889
Sec/Block/Lot# 144.-1-15
Pursuant to application dated 3/22/2019 and approved by the Building Inspector.
To expire on 9/26/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $260.40
CO -ADDITION TO DWELLING $50.00
Total: $310:40
Buil ng.lnspector
a
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 i
Date. a`
P
New Construction: Old or Pre-existing Building: (check one)
5,, _\0e_e . 1^�c l�e
Location of Property: ���� C1
House No. Street Hamlet
Owner or Owners of Property: 5�C'.UQ rN
Suffolk County Tax Map No 1000, Section 94 Block l Lot 5
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
_(�I
O��Of SOplyo
�o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [/RO PLBG.
FOUNDATION 2ND [ TION
FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 73
(0
16/ b
DATE INSPECTORK 0
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (IST) V
....................................
'FOUNDATION (2ND)
ROUGH FRAMING&
PLUMBING y
INSULATION PER N.Y:
H
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
cam;Z
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 �� Survey
Southoldtownny.gov PERMIT NO. 4Check ik Es O-i o
Septic Form
N.Y.S.D.E.C.
_ Trustees
(L�� 1 C.O.Application
n � � Flood Permit
Examined Ot ,20 D Single&Separate
-MAR 2 2 2019 Truss Identification Form
Stone-Water Assessment Form
T '71 Contact:
Approved '20 q TOWN OF S Mail to:
Disapproved a/c
hone:
Expiration ,20
puil g In
. � �t�t.
MAR - 010 APPLICATION FOR BUILDING PERMIT
Date 20�
N Gw" , INSTRUCTIONS
TO OF SOUTHOLD
a. its application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of ans, 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.
eL�a)
(Signature of applicant or name,if a corporation)
(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, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done: 1
\,::7kRo Sins _ gc) �0
House Number Street Hamlet
County Tax Map No. 1000 Section k9H Block Lot t
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancgs� e
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 aLf S Depth S(
Height AlS Number of Stories I
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories:---c- � .
8. Dimensions of entire new construction: Front____Io C7 Rear Depth G ';
Height 1a ! Number of Stories i
9. Size of lot: Front Rear. Sc Depth 1 `� S
10. Date of Purchase Se p� alDh 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 v
14. Names of Owner of premises J 6� Address 2,0)C ,c�� Phone No.`1q
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 J
* 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:
COUNTY OF )
�" ._,sc"r� being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named, CONNIE D. UNCH
Notary Public,State of New York
No.01 BU6185050
(S)He is the Qualified in Suffolk County,, _
(Contractor,Agent, Corporate Officer, etc.) Commission up�res April ,
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Swart4 before y e thI ,
'�'� da of 20 i<
CVIJ`p W
Notary Public Signature of Applicant
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, N.Y.
NOTICE OF DISAPPROVAL
DATE: March 19, 2018
RENEWED: May 17, 2018
TO: Steven Crom
1980 Sigsbee Road
Mattituck, NY 11935
Please take notice that your application dated March 7, 2018
For permit to make additions and alterations to an existing single family dwelling at
Location of property 1980 Sigsbee Road, Mattituck,NY
County Tax Map No. 1000—Section 144 Block 1 Lot 15
Is returned herewith and disapproved on the following grounds:
The proposed construction, on a non-conforming 7,244 square foot parcel in the R-40 District, is not permitted
pursuant to Article XXIII, Section 280-124,which states that, on lots measuring less than 20,000 square feet in
total size a minimum side yard setback of 10 feet is required and a maximum lot coverage of 20 percent is
permitted.
Following the proposed construction the dwelling will have a single side yard setback of 6.2 feet and a total lot
coverage of 30 percent.
i ,
A ignatur
Note to Applicant: Any change or devia ion to the above referenced application, may require
further review by the Southold Town Building Department.
Cc:File,ZBA
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, N.Y.
NOTICE OF DISAPPROVAL
DATE: March 19, 2018
TO: Steven Crom
1980 Sigsbee Road
Mattituck, NY 11935
Please take notice that your application dated March 7, 2018
For permit to make additions and alterations to an existing single family dwelling at
Location of property 1980 Sigsbee Road,Mattituck,NY
County Tax Map No. 1000—Section 144 Block 1 Lot 15
Is returned herewith and disapproved on the following grounds:
The proposed construction, on a non-conforming 7,244 square foot parcel in the R-40 District, is not permitted
pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in
total size, a minimum side yard setback of 10 feet is required and a maximum lot coverage of 20 percent is
permitted.
Following the proposed construction, the dwelling will have a single side yard setback of 6.2 feet and a total lot
coverage of 30 percent.
--- /-------- ---------------
orized Signature
Note to Applicant:Any change or deviation to the above referenced application, may require
further review by the Southold Town Building Department.
Cc:File, ZBA
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, N.Y.
NOTICE OF DISAPPROVAL
DATE: March 19, 2018
RENEWED: August 17, 2018
AMENDED: September 18, 2018
TO: Steven Crom
1980 Sigsbee Road
Mattituck, NY 11935
Please take notice that your application dated March 7, 2018
For permit to make additions and alterations to an existing single family dwelling at
Location of property 1980 Sigsbee Road, Mattituck,NY
County Tax Map No. 1000—Section 144 Block 1 Lot 15
Is returned herewith and disapproved on the following grounds:
The proposed construction on a non-conforming 7,244 square foot parcel in the R-40 District is not permitted
pursuant to Article XXIII, Section 280-124, which states that on lots measuring less than 20,000 square feet in
total size, a minimum side yard setback of 10 feet is required and a maximum lot coverage of 20 percent is
permitted.
Following the proposed construction, the dwelling will have a single side yard setback of 6.2 feet and a total lot
coverage of 27.9 percent.
This Notice ofDisapproval was amended on September 18, 2018, followiniz the submission of a new survey.
Authorized Signature
Note to Applicant: Any change or deviation to the above referenced application, may require
further review by the Southold Town Building Department.
Cc: File, ZBA
BOARD MEMBERS Southold Town Hall
��f SOUly
Leslie Kan'es Weisman,Chairperson y, � 53095 Main Road-P.O.Box 1179
Southold,NY 11971-0959
Patricia Acampora � � Office Location:
Eric Dantes N Town Annex/First Floor,
Robert Lehnert,Jr. O • ,A�aa�O� 54375 Main Road(at Youngs Avenue)
Nicholas Planamento I.YC�U �`c,` Southold,NY 11971
http://southoldtownny.gov RECEIVE®
JONING BOARD OF APPEALS &�_ toe
FEB 2 8 2019 TOWN OF SOUTHOLD FEB 2 6 2Q19
Tel.(631)765-1809-Fax (631)765-9064
" � Southold Town Cleric
TOWN Old ONS}DELIBERATIONS AND DETERMINAT
MEETING OF FEBRUARY 21,2019
ZBA FILE 7240
NAME OF APPLICANT: 'Steven Crom
PROPERTY LOCATION: '1980 Sigsbee Road,Mattituck,NY SCTM No. 1000-144-1-15
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type 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 October 12, 2018 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: The relief, permit, or interpr6tation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 7,244 sq. ft.parcel in the R-40
Zoning District. The parcel measures 50.00 fronting Sigsbee Road along the easterly property line, 145.09 along
the southerly property,line,measures 50 feet along the westerly property line, and 144.95 feet along the northerly
property line. The parcel is improved with a one story house, an attached a wood deck, a detached accessory
garage and a shed, as shown on survey prepared by Kenneth M.Woychuk,L.S., last revised April 5, 2018.
BASIS OF APPLICATION: Request for Variances under Article XXIII, Section 280-124 and the Building
Inspector's August 17, 2018, Amended September 18, 2018 Notice,of Disapproval based on an application for a
permit to make additions and alterations to an existing single family dwelling at: 1) located less than the code
required minimum side yard setback of 10 feet; 2) more than the code permitted maximum lot coverage of 20%;
located at: 1980 Sigsbee Road,Mattituck,NY. SCTM#1000-144-1-15.
RELIEF REQUESTED: The applicant requests a variance to construct a covered porch and wood stoop attached
to a single family dwelling while proposing a 27.9% lot coverage, which will exceed the allowable 20% lot
coverage, and have a side yard setback of 6.2 feet instead of the required 10 feet side yard setback.
B1 iTiflNAL-JNFf3RM*T-ION--The-survey-prepared-emArxgtist-l�-201-7-depicts--2-2, 40-sq.A-_of_lot-coueragP o
30.9 % which exceeds relief the applicant was granted in Appeal No. 3512 on May 15, 1986 for approximately
28% lot coverage. The applicant proposes to remove the existing shed, and remove an existing wood deck that is
attached to the rear of the dwelling, and replace it with a 4 ft. by 8 ft.wood stoop to reduce lot coverage 27.9%.
Page 2, February 21, 2019
#7240, Ciom
SCTM No. 1000-144-1-15
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on February 7, 2019 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,4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. Many of the homes on Sigsbee Road have non-conforming
setbacks, lot sizes, and excessive lot coverage.The front porch entry maintains a conforming front yard setback
2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The covered porch entry on the front of the dwelling is as
built and has the same side yard setback as the existing dwelling, which received prior side yard variance relief. A
variance must be obtained for the applicant to keep the as built porch
3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 38%
relief from the code for the side yard setback and 39% relief from the code for lot coverage. However, the
proposed lot coverage will become less non-conforming than what currently exists on the property, and will be
slightly less than the 28% lot coverage that was previously approved by the Board of Appeals in 1986; and the as
built front porch maintains the previously approved non-conforming side yard setback
7
4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 if the Town's Stormwater Management code
5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law $267-b. Grant of requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of covered front porch 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 Chairperson Weisman, seconded by Member Lennert, and
duly carried,to
GRANT the variance as applied for, and shown on the survey prepared by Kenneth M. Woychuk,LS, last revised
April 5, 2018 and architectural drawings prepared by Jim Deerkoski,P.E. dated February 12, 2018.
SUBJECT TO THE FOLLOWING CONDITIONS:
1) The applicant shall remove the existing 8.3 feet by 10.2 feet. frame shed and replace the existing rear wood
deck ,vith a 4 ft. by 8 ft. wood stoop.
2) The proposed covered porch shall remain unenclosed and unconditioned.
Page 3, February 21, 2019
#7240, C�om
SCAM No. 1000-144-1-15
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 variance(s) 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. In the event that an approval is granted
subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and
failure to comply therewith will render this approval null and void.
If the Building Department determines that the construction of additions and alterations, as described in this
determination, exceed the scope of the approvals granted herein, or a demolition has occurred, the Zoning Board
of Appeals shall retain jurisdiction and shall have the right, after a public hearing, to mods, suspend or
revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,
pursuant to Article XXV, Section 280-141 of the-Town Code. In the event that an approval is granted subject
to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to
comply therewith will render this approval null and void.
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), Dantes,Planamento and Lehnert. This Resolution
was duly adopted(4-0). (Member Acampora was absent)
Leslie Kanes Weisman, Chairperson
Approved for filing / /2019
Scott
A. Russell Su FrQ
ST�O R.l��l WAT]E R.
SUPERVISOR z MANAGEMENT
SOUTHOLDTOWN HALL-P.O.Box 1179 Town of Southold
53095 Main Road-SOUTHOLD,NEW YORK 11971 O
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT )
DOES TINS PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No _ '
❑
� A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑[�B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑[ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP'. Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Cbaptcr 236 does not apply to your project.
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department wit�your Building Permit Application.
S.C.T.M. *: 1000 Date
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) � District
NAME-
Section
Jwacc� I — 3
B�
Lot
FOR BUILDING DEPARTMENT USE ONLY
Contact Informatiorr L!J 3 1 ✓"' —� �
rt,i Reviewed By:
Date:
Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — —
n 1 Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
�,���� G\C ❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM 4' SMCP-TOS MAY 2014
S.C.T.M. NO. DISTRICT: 1000 SECTION: 144 BLOCK: 1 LOT(S): 14
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z LOT 39
—' ::20.2':-*. :.'
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a ERM. ` ::Ila EXISTING ASPHALT
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PROPOSED I w
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IT` ILOT 41 Bldg Dept copy from ZBA
( W Final reviewed do�putnents
Ui Dat ZBA File ia7a�i U
TOWN OF SOUTHOLD
LOT COVERAGE
EXISTING
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
DWELLING: 1382 S.F. PECONIC BAY BLVD. LOCA77ONS SHOWN ARE FROM FIELD OBSERVAnONS
DETACHED GARAGE: 473 S.F. AND OR DATA OBTAINED FROM OTHERS.
ENCLOSED CELLAR ENT: 55 S.F.
SHED: 85 S.F. AREA:7,24,4.20 SQ.FT. or 0.17 ACRES ELEVA77ON DATUM.•
REAR DECK: 235 S.F. UNAUTHORIZED AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7HIS SURVEY
SIDE STOOP: 10 S.F. MAP,NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7177I77ON
2240 S.F. or 30.9% LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE.
7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT IN7ENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 774E EREC71ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS
PROPOSED AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7FE'D UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY
DWELLING: 1382 S.F. SURVEY OR LOT 40
DETACHED GARAGE: 473 S.F. AMENDED MAP OF PROPERTY OF CERTIFIED T0: STEVEN EDWARD CROM;
ENCLOSED CELLAR ENT: 55 S.F. MAP OF: SILVER NIKE BTAL GROUP
MATTITUCK PARK PROPERTIES, INC.
PROPOSED FRONT PORCH: 60 S.F. FILED: JANUARY 12, 1926 AS #801 SILVER FIN CAPITAL GROUP LLC;
PROPOSED REAR AND SIDE STOOPS: 50 S.F. SITUATED AT:'iMATTITUCK FIDELITY NATIONAL TITLE INSURANCE SERVICES
LLC;
2020 S.F. or 27.9% TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORKProfessional Land Surveying and Design
6 P.O. Bos 153 Aquebogue, New York 11931
„ , PHONE (831)298-1588 FAX (631) 298-1588
REVISED 04-05-18 FILE # 17-1,35 SCALE: 1 =20 DATE: AUG. 13, 2017 N.YS. LISC. NO. 050882 maintaining the records of Robert L Hennessy k Kenneth M. Aoychuk
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AND OR DATA OBTAINED FROM OTHERSS,
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EA:7 244.20 SQ.FT. or 0.17 ACRES ®O�n ELEVATION DATUM.-
LNAU7HORIZED ALIERA7701V OR ADD/770N TO THIS SURVEY/S A VIOLA710M OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7701V
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARAN7EES ARE NOT TRANSFERABLE.
THE OFFSETS,OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDEb.TO MONUMENT THE PROPERTY UNES OR TO GU/DE 7H£ EREC71ON OF FENCES, ADD/770NAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY
SURVEY OF: LOT 40 CERTIFIED TO: STEVEN EDWARD CROM;
MAP OF: AMENDED MAP OF PROPERTY OF SABINE NIKE BECKMANN;
MATTITUCK PARK PROPERTIES, INC. SILVER FIN CAPITAL GROUP LLC;
FILED: JANUARY 12, 1926 AS #801
FIDELITY NATIONAL TITLE INSURANCE SERVICES
SITUATED AT MATTITUCK LLC;
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, P,'
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
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P.O. Bog 153 Aquebogue, New York 11931
PHONE (831)298-1568 FAX (881) 298-1688
FILE 0 17-135 SCALE: 1 "=20' DATE: AUG. 13, 2017 N.Y"S. USC. NO. 050882 mdntatntnr the record. of Robert L RenamV & Kenneth Y. Voyehak
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3)COMPACnON Oi NEW NLLfEULL PE AT lFAR95%P4rJR
COMPATR0RNf NOTE'
DfNfOY(PfRAaTMD69B ANDASTMDIJ511
wRAr)rwrGflvnGAU wNTRAcro4ro XAYEfRL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
1EfiM BTAPIIOFF¢Sf1ONMA°PICYfO0.COMPARION E)fISTING CONDITIONS.MINIMUM 8DDD31 CAPACITY. A C=)Cl
b�-
APP
R
OVED AS NOTED
DATE: -� �0 B.P.# 3S
FEE: d BY:
NOTIFY BUILDING DEPART 'T AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING JIM DEERKOSKI, PE
3. INSULATION
4. FINAL - CONSTRUCTION MUST phone: (631) 298-7116
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FrR
CDESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUI ED AND CONDITIONS OF
SOUTHOLD TOWN ZBA
EAST ELEVATION
" SCALE:: 1/4" = V-O" �!
- OCCUPANCY OR
USE IS UNLAWFUL Ld
WITHOUT CERTIFICATE
�
OF OCCUPANCY
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
DRAWN BY: JD
NORTH ELEVATION
2/12/2018
SCALE: 1/4" = 1'-0"
SCALE: SEE PLAN
` ,0 NEVV Y
H E ET N O:
FQ 07502 :.
AROFES OP
0
JIM DEERKOSKI, PE
phone: (631) 298-7116
Vol
0
WEST ELEVATION
SCALE: 1/4" = 1'-0"
DRAWN BY: JD
2/12/2018
SCALE: SEE PLAN
SOUTH ELEVATION
SCALE: 1/4" = 1'-0" NEIN
y° SHEET" NO:
FFSS\ON� O
s
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JIM DEERKOSKI, PE
phone: (631) 298-7116
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DRAWN BY: JD
2/12/2018
3 �
SCALE: SEE PLAN
SHEET NO:
W
F�
072-'(''
AROFESS\a
JIM DEERKOSKI, PE
phone: (631) 298-7116
6 -11 9 -O 'JI-1011 211-411
101
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&
ALL INTERIOR HEADERS TO BE 2-2X8 '
I
UNLESS OTHERWISE NOTED I
I
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12'-S" 2'-O" 10'-1" 21-0" '-3�V4" '-38/4" 2'-6" 2'-(0" 11'-O 2'-6"
I
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5'-O" 13'-601"
10 lo DRAWN BY: JD
I
2/12/2018
-SCALE: 114 = 1 -0ao,fl-' � � SCALE: SEE PLAN
a 1 Gtc NEIN�-
h �,; r' s SHEET NO:
ya.
AROF a
i
D o
f
(2) 14"
LVL
2X4 @16"OC 2X8 RIDGE
SISTER 2X8`\ 2X6 RR
TO EX.RRs @16"OC
` (2)9-1/2 LVL
JIM DEERKOSKI, PE
4 phone: (631) 298-7116
EJ EXISTING COLUMN COLUMN
(n P) (n'P)
EX.SILL EPDM OVER
PLATE 3/4"SHTG. (2)2X8
5/4 DECKING I I i EX.FLOOR
EXISTING FLOOR F2)
CQ @16"OC
10 AC Q 2X12 @16"OC (2)11-7/8 LVL
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2'X2'Xl'FTG.
SECTION 5-5 SECTION 4-,4 Ll.l
3 SCALE: 1/4" = i1-011 3 SCALE: 1/4" = 11-0"
PRESCRIPTIVE DESIGN PER R402, 2015 IECC:
FLOOR SPACE R30 CEILING 49
R-VALUE R-VALU E: 42�
*EXCEPTION FLOORS: FENESTRATION 0.30
IF FRAMING MEMBER IS R19 U-FACTOR: t A
TOO SMALL Vi D
GLAZED z
SLAB (HEATED) (2'PERIMIETER): R10 FENESTRATION NR
SHCR:
z" FRAMED WALL R20
� R-VALUE: SKYLIGHT
• / • / O Jz^ • O/ O / O �2
U-FACTOR: 0.55
• / • / • • / • �2" BASEMENT WALL
r 0
(CONDITIONED SPACE) 15/19
R-VALUE:
FASTENER TIDE: SPACING:
BASE AN01OR WITH 16"OC
21n.EMBEDMENT LENGTH
• I 11 I I�11 I� •� I I `I•�I I l i `..,I I ., I I �.
No.10
BASED ANCHOR WITH
16 OC I I I y 1 11 • \ • ( I / \ I
21n.EMBEDMENT LENGTH I I II II II / II II I II
1/Sin.EW.tAGSCREW Iryl I
BASED ANCHOR WITH 16"OC • I — j I — j • I I I I I ] I — 1 ( —
21n.EMBEDMENTLENGTH
1 I I I X11 I\ •• I1 � � •
3/4"APA PLYWOOD 11/4 3 3
j I / I I SHEATHING 11/2 I1/4 11/4 I1/4 :114111/4
I1/2"APA RATED SHEATHING
GRADE PLYWOODlSINK(ALTERNATIVIVE:7/16"O.S.B.) • . A_ WMD W. A.I.1/2"APA RATED SHEATHING BA HSHO
I I GRADE PLYWOOD I 1 I ( I
• ' I ' • (ALTERNATWIVE:7/16"O.S.B.) • I I ' I 1 I I I I 11/2 2 2 3 11/4
f I C.O.I 3 1 1/4 1 C.O. C.O.I 3 C.O.
3 2
FASTENER TYPE: SPACING: ' l` 2X4 DF#2 I I I I /I I SII 3 D RAW N BY• JD
No.R WOOD-SCREW
• O STUDS
BASED ANCHOR WITH 10"OC
WINDOWSILL tin.EMBEDMENT LENGTH I ' 1 I •I I I • I I `••I I •I' I • 4 —
TYPICAL WINDOW OPENING No.10 WOOD-scREws I n ( ( II
BASED ANCHOR WITH Iz^oc iTirli
I f SLOPE"I/4"PER FOOT PITCH TO DRAIN To APROVED 2/12/2018
PANEL SPAN EQUAL OR SMALLER zin.EMBEDMENT LENGTH r
TRAP"HOUSESEPTIC SYSTEM
THAN 4 FEET ( y I yBASE.dia. HOR WIT rBASED ANQ10R WITH 16"OC • • l ( ii I Itin.EMBEDMENT LENGTH ! — 1 I I I I i I
TYPICAL DOOR OPENING
• ��� �� CJ. C�..� M '�"�C SCALE: SEE PLAN
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING:
2-2X4 DF#2 STUDS CONNECTED No,B WOOD-SCREW
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH B"OC
THAN 6FEET GALVINIZED LTSWO.C. RS 2in.EMBEDMENTLENGTH SCALE: NTS
AND NUTS @ 2'-0"O.C. (
No.10 WOOD-SCREWS 0
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH B"« F `L, SHEET
O•
tin.EMBEDMENT LENGTH (r �', �' I-
PANEL SPAN GREATER THAN 6 FEET 1/4in.dia.LAGSCREW fid ��'
AND EQUAL OR SMALLER Ba EDANcnoaw rH 16"«
THAN 8 FEET tin.EMBEDMENT LENGTH * ? `., w
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL t` \ t Z
AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 0725,
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO AROFESS\O
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL O
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. t
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
t
s
I
" J
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
RAFTER
CRIPPLE STUD WALL STUD
BOTTOM PLATE
ENDWALL
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST IM DEERKOSKI PE
SIDEWALL
phone: (631) 298-7116
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON I LOCATION JUSP NUMBER I DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL.
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LS Al2 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS IRT3 OR RT7 I TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER JAPPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD r
THROUGH-ROOF EXHAUST V)
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
VENTILATION CHANNEL
RIM BOARD AS REQUIRED
RAFTER
RAFTERS tEN
IN
SILL PLATE(S) ,
. '. ' •. I , • , •, ' •. TION WOOD JOIST
FOUNDATION , TOP PLATE BLOCKING
2x4 LEDGER BLOCKING 0
STAPPING TO BE ATTACHED TO WALL STUDS®48"OCWITH 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUMNETBE
PROVIDED
AREA
FASCIA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT
RESISTANT METAL MESH WITH MESHNTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS �� OPENINGS OF Va INCH IN DIMENSION.
i
INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLIG A ZION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS / L:- 12-
6" RAFTER REID 10-3/4"' x 18go. TYDOWN ANCHOR CONNECT TO
ON ALL OPENINGS � EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36cv
1-1 4'x36" 18 o. STRAP AND JACK STUDS RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR
/ 9 ��� EACH RAFTER
ION ALL OPENINGS
2ND. FLOOR WALL uj�
i
Li
RAFTER
WOOD JOIST n
TOP PLATE
GIRDER/HEADER
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS®48"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD C�f
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION
INSTALL 4'0" O.C.
4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLIC AlION
ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. IF ABLE, SET FIR JOISTS A ROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48° 16ga. STRAP AND JACK STUDS
CONNECT OVER TO ALLOW FOR SF';INKA E. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE
TERMITE SHIELD �.• I �-
SILL GASKET
TYP. CONE. FOUNDATION ^ ` 6 MIL. POLY CONC. SLAB I `
DAMPPROOF EXTERIOR C V�
6MIL POLY ON EXTERIOR V GRANULAR FILL
• y .0 STEEL COLUMN I )•Q •
s A1' a a o' > C %
o v ♦ CONC. SLAB I •� r•e r ANCHOR BOLT EMBEDMENT:
O•° ( n )'4 POURED CONCRETE: 7" 1
COMPACT FILL : BLOCK WALL: 15"
•p V i I • i i1 I
r n `
• G
KEYWAY FOOTING e V A `!•a •, fax CONC. FTG. •p Q•p t o'
e USE(USPWITH
LBPS58 OR BP583)WASHERS %`
ANCHOR BOLT CONNECTION
4 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT
DRAIN TILE 17 ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SaACING
SILLPLATE TO FOUNDATION 1 STORY 72" GC
CRAWL SPACE OR FOUNDATION
TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION
WALL BOTTOM PLATE TO FOUNDATION
SLAB-ON-GRADE 1-2 STORIES 57" OC
r—SUB FLOOR
CONC. SLAB DOOR FRAME
6X6 10/10 WWM GARAGE JOIST
COMPACT FILL 1 DOOR o-- DRAWN BY: JD
USE 2X8 STEEL BEAM
FOR BLOCKOUT
4" SLAB
P.T. PLATE
�% W/ 6X6 WMM SLOPE
• /
4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 2/IZ/Zo18
`�� < 1 � � • ° ,I 1 2" _ _ _ (WITH A NAILING PLATE IF NEEDED)
.a' TO 0• ." .� �• e'• :• ••• . • TO BE APROX. 1/2" OR HIGHER THAN
STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE • G '-"Q-J--u'- �' , ,, e�'�� : ••e ° • • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
•a .bt'C �• 6X6 W.W.M. •,— ° ; ° -�. • SCALE: SEE PLAN
. _
MIN, cis'O e D .^ �'A A'A ^'+ • •e a •O . SUBFLOOR
•' Q REINFORCING BAR 2 °D o• e o s II—II
•O REINFORCING BAR e�• O� o JOIST
DRAIN TILEIff ►I ►� ,e • G \• O °O °
12" Q1 nI
s! 74YFWLy BEAM) ■
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °^ � O SHEET N®■
REINFORCE FOOTING WITH (2) $4 REINFORCING BARS. �Q' (� .(_ /('� ��-
GARAGE DOOR BLOCKOUT
s�O .. .(J.,`
pROFE 1O�P O
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4.
JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING SEE PLANS
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT ( )
TOP PLATE 10'WALL:4-8d COMMON RAFTER JIM DEERKOSKI, PE
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL phone: (631) 298-7116
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CR05S SECTION AND GENERAL NOTES
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 4 EACH FACE
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3. DECKS 40
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS
LIVE LOADS PSF ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ( ) ROOMS
4 WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON (OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under
p ty g p P tY NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION
QTY. SPACING (DESIGNED FOR CAT.C)
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMONPER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. YP P STUD O.C. NAIL Sym.:
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
HEADER TO 1N O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel lbd COMMON SMOKE&CO2 DETECTORS
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES•• Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD e
OD
determine intended heights of finished floors above scat rade. FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
g () h'P g 7).INTERIOR SHEARWALL CONNECTIONS:
• Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMON PER TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).An new concrete walls bean attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE
Y g g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD t
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.f..Concrete to be Ow-il
2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3
TO JOIST END NAIL C°
P g g 9.CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS)
poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs )
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and SILL OR TOP PLATE 3-16d COMMON9LOCK NAIL INTERIOR ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Ed COMMON @ 4"O.0 8d COMMON @ 4'0.C. SEE NOTES:1,3
6).Crawl spaces to at provided with r minimum.of
access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area.
E'ECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless oherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1).for roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 42�
per 8).Draina a as section 11405 of N.Y.S.Residential Construction Code. 2).Girders br deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMfA01• PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
� 1
g P Girders on oncrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE _ FOOT SEE NOTE:1 2)•Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concreb with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts su{porting girders shall be anchored to a l2"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft.
QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members wit`,G>0.49.For
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4).Deck joist to have blocking at 8'0 o.c.. CEILING SHEATHING:
SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE0
s and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
3).Floors,walls,ceilings P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts I QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"0.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS)
EDGE O.C.4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed, GYPSUM Sd COOLERS 7" NOTE:2 FOR PANEL FIELD
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD I I 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fireto girder(s). JOINT DESCRIPTION NAIL NAIL
and blocking where applicable.
QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1.For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5).All flush beams/headers to be installed with heavy duty galvinized hangers and h P g 8d COMMON ) g g 9
PP connecting PANELS WO.C.EDGEC be used.
anchors where applicable to all connectin oasts. PLUMBING NOTES
7/16"OSB 3"O.C.ED
6d COMMON
6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
Sd COOLERS
on plans. WALLBOARD 10"O.C.FIELD
2.Vera septics stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o ) Y g P pp FLOOR SHEATHING:
other access openings unless otherwise noted(typical). 1 .PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAILprovide adequate bracing and plates to protect and secure the structure.Vera with the JOINT DESCRIPTION QT SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
8).Dormers running up roof rafters are to be supported by double rafters on either side P Q g P P Verify
state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"OEDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
where applicable unless otherwise noted. 8d COMM.
1"OR LESS P.C.12"O.C.FIELD Section 11602.8-FIREBLOCKING REQUIRED
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Q
under all bearingwalls. NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
1u Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space.
requirements. Fireblockin shall be provided in wood-frame construction in the following locations.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. /�
equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor DRAWN BY: �D
11).Unless otherwise noted,ell roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 2/12/2018
/1 /�O i p
18
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings.
1).All electrical to be installed as per N.Y.S.Residential Construction Code.
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. SCALE: SEE PLAN
to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot.
3).All electrical work to comply with 2014 NEC.
14).All roof with a itch less than 4:12 shall be Installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
P' SOIL COMPACTION: flame and products of combustion. E
approved equal.flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section 11314
torch down type material over. and 11315 of IRC. 1).NEW FILL TO
EXISTING SOIL CLEAN IL CONDITIONS PRIOR TO FILL.ORGANIC MATERIAL.CONTRACTOR
TO VERIFY E 5).For the fireblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code. SHEET N®.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. f� �h�} r' A�S� �c
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. Q i c ,"
2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: r °"'t•''' LU
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
TESTED BY A PROF FESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
t
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