HomeMy WebLinkAbout1000-103.-10-17 sof S®(/Tg,
OFFICE LOCATION: ��� Ol® MAILING ADDRESS:
Town Hall Annex P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.)
® COQ Telephone: 631765-1938
Southold, NY 11971
O Fax: 631 765-3136
��COUN►l,N`�
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Leslie Weisman, Chair
Members of the Zoning Board of Appeals
From: Mark Terry, LWRP Coordinator
Date January 30, 2017
Re: Coastal Consistency Review for ZBA File Ref SUSANNAH MCDOWELL #7021
SCTM# 1000-103-10-17.
SUSANNAH MCDOWELL#7021 - Request for a Variance under Article III, Section 280-15; Article
XXIII, Section 280-124; and the Building Inspector's October 26, 2016, Notice of Disapproval based on
an application for a permit to demolish and reconstruct an existing non-conforming accessory garage
at: 1) less than the code required minimum front yard setback of 40 feet, 2) less than the code required
side yard setback of 10 feet; located, at: 180 Strohson Road, (Adj. to the Sheep Pen Channel)
Cutchogue, NY. SCTM#1000-103-10-17.
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of
Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.
Based upon the information provided on the LWRP Consistency Assessment Form submitted to this
department, as well as the records available to me, it is my recommendation that the action is EXEMPT
from LWRP review pursuant to Chapter 268, Minor Actions item (F):
F. Granting of individual setback, lot line and lot area variances, except in relation to a regulated
natural feature or a bulkhead or other shoreline defense structure or any activity within the CEHA;
Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this
recommendation in preparing its written determination regarding the consistency of the proposed
action.
Cc: William Duffy, Town Attorney
BOARD MEMBERS OF SU�r Southold Town Hall
Leslie Kanes Weisman,Chairperson YO�� yQ�O 53095 Main Road•P.O.Box 1179
Southold,NY 11971-0959
Eric Dantes #t Office Location:
Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank
George Horning rp YO 54375 Main Road(at Youngs Avenue)
Kenneth Schneider �y&UPM Southold,NY 11971
http://southoldtown.northfork.net
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel.(631)765-1809•Fax(631)765-9064
November 30, 2016
D L� C� L� � �I [��
Mark Terry, Principal Planner FNOV 0
�;® 2016
LWRP Coordinator
Planning Board Office south6ld Town'
Town of Southold Planning Board
Town Hall Annex
Southold,NY 11971
Re: ZBA File Ref. No. #7021 —McDowell, Susannah
I
Dear Mr. Terry:
We have received an application for demolition and reconstruction of existing non-
conforming accessory garage in Cutchogue. A copy of the Building Inspector's Notice of
Disapproval under Chapter 280 (Zoning Code), and survey map, project description form,
are attached for your reference.
Your written evaluation with recommendations for this proposal, as required under the
Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this
letter.
Thank you.
Very truly yours,
Leslie K. Weisman
Chairperson
Encls.
'4NO. 3
FORM 1'0,1'
NOTICE OF DISAPPROVAL
DATE: October 26, 2016
TO: Double Check Builders Inc.
270 Ronkonkoma Avenue
Ronkonkoma,NY 11779
Please take notice that your application dated October 18, 2016
For permit to demolish and reconstruct an existing nonconforming accessory garage at
Location of property: 180 Strohson Road Cutchogue
County Tax Map No. 1000—Section 103 Block 10 Lot 17
Is returned herewith and disapproved on the following grounds:
The proposed construction is not permitted pursuant to Section 280-15F, which states;
"In the case of a waterfront parcel accessory buildings and structures may be located in the front yard,
provided that such buildings and structures meet the front-yard setback requirements set forth by this
code and the side yard setback requirements for accessory buildings in Subsection B..."
Pursuant to Article XXIII Section 280-124 lots measuring between 20,000 and 39,999 square feet in total size,
require a minimum front yard setback of 40 feet Article III, Section 280-15B requires a minimum side yard
setback of 10 feet.
Z
' ara a notes a front and setback of 5.8 feet and an existin side and setback of 5.2 feet.
rized 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, Z.B.A.
i
Fee:$ Filed By: Assignment No.
APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS
t AREA VARIANCE
House No. 1( Street S+r � J") &9'-'W Hamlet �� L�°► '
SCTM 1000 Section k 0?) Block 10 Lot(s) � -I' Lot Size Zone
I (WE)APP AL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR
ATED �__BASED ON SURVEY/SITE PLAN DATED
Owner(s): Stab C-1 V\-40 M
Mailing Address: A/W cut oho�w
Telephone:yyj -NLQ Fax: 63/ -Sr r VJ Email: ( ��C
NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,
architect,builder,contract vendee,etc.and name of person who agent represents:
J6% L 'Wi,)Ll41r i r M .Lr�
Name of Representative: NU k�� �L�ll�l( 61't1 Ohl for(�wner( )Other:
Address: zy PGl1m'ker''1
�,
Telephone: LJ�)ti�� Fax: �,y/ ':� ��� Email: Do 4 iL L
T
Please check to specify who you wish orrespondence to be mailed to,from the above names:
( )Applicant/Owner(s), (11 Authorized Representative, ( ) Other Name/Address below:
WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PL
DATED ( n 7 and DENIED AN APPLICATION DATED v � FOR: r
( uildingPermit ,}t� .�,lal;s� c� Y�CDI+STY�Q- ` <SN -3Pi7i/
( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy //1C015:W/_ �-0?1
111
( ) Change of Use
( )Permit for As-Built Construction
( ) Other:
Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning
Ordinance by numbers.Do not quote the code.)
Article: X & I i I Section: W code.) _
Subsection:
Type of Appeal. An Appeal is made for:
(►.)A Variance to the Zoning Code or Zoning Map.
( ) A Variance due to lack of access required by New York Town Law-Section 280-A.
( ) Interpretation of the Town Code,Article Section
( ) Reversal or Other
A prior appeal'( has, ( ) has not been made at any time with respect to this property,
UNDER Appeal No(s). .1446 Year(s). 1919 . (Please be sure to
research before completing this question or call our office for assistance)
Name of Owner: ZBA File#
r
'Name-oil Owner: ZBA File#
REASONS FOR APPEAL, (Please be specific, additional sheets may be used with preparer's
signature notarized):
1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby
properties if granted,because: ) p
1� % �Tr`iU cel� kl P)4Y,4t9 A !��9S !0�1�yJ //rAR r O-� p�poi-
J�-
00-�/ S y mi,-3 A P o �^'�,�,► N tT t;-V �eJ i� Lt�d J G�,�'" ey �J (p��►�1 7 f
nTh
} ) .d1 .. Swv✓Ufitve'li'v� 'aV469 ;.5 1.,�'Pf? /r�n'J6c'v-4'..P /�1444 11411414 pj6J`�jt'�. f� 7/yJ0;A,) iJ, f�1 P-Q,Vil h�, .
benefit sought by the applicant CANNOT be achieved by some ethod feasible for the applicant to
pursue other than an area variance,because:
V- 6 h"
3.The amount of relief requested is not substantial because:
V IP� 0411-i 15- 'S e" (4 �V d W 067 4) 1' t,,.) i - IUGR
�� r,�Aw tV4 CP04�,�tJAA-per,
4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the
neighborhood or district because: ,r� d
P)A��i�L + �9w U iV-b,0 �AA)yfX- C c�Q�`�CA� JX) /t-1�r I'v iA�jE'
5. Has the alleged difficulty been self created? 1{ } Yes,or {L}N Why:
��-�jj
Are there any Covenants or Restrictions concerning this land? { No Yes(please furnish a copy)
This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the
character of the neighborhood and the health,safety and welfare of the community.
Si re o Applicant or Aut orized Agent
( e must submit written Authorization from Owner)
Swor to before me this qday
of 20 (e
EQNotooty`
RHONDA SPRIN,� R
Aj ,ijQLL Public•State of New York
NO 01SP4910413
Notary Public uolified In SuffolkCounty
mmission Expires LrIZk
j-
APPLICANT'S PROJECT DESCRIPTION
APPLICANT: I pX UP& Gf.SW 5,CM 1 u� At C*Well DATE PREPARED: 11 p h`e
1. For Demolition of Existing Building Areas
Please describe areas being removed:
�e X x.2.3` ,116�G�►2 i"J�,� l CC A /Jz
II.New Construction Areas (New Dwelling or New Additions/Extensions):
Dimensions of first floor extension: IV;
Dimensions of new second floor:
Dimensions of floor above second level:
Height(from finished ground to top of ridge):
Is basement or lowest floor area being construgt0 If yes,please provide height(above ground)measured from
natural existing grade to first floor:
III.Proposed Construction Description (Alterations or Structural Changes)
(Attach extra sheet if necessary). Please describe building areas: I ,
Number Floors and Gene al Characteristics BEFORE Alterations: �C',(�0
6ty i ��� r` flltl�2 l ab Y
Number of Floors and Chan es WITH terations: 5 Gozp I,*
IV. Calculations of building areas and lot coverage(from surveyor):
Existing square footage of buildings on your property:
Proposed increase of building coverage:
Square footage of your lot: j& 6
Percentage of coverage of your lot by building area:
V.Purpose of New Construction: d YU' 4 v )?'3A1 6/C' o��4 16
�-
VI.Please describe the land contours (flat,slope %, heavily wooded, marsh area,etc.) on your land and
how i�relates to the difficulty in Ming the code re ire ent (s):
rim V O-Jr
v it tZSQ +c) �" j� b(
Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for
new construction,and photos of building area to be altered with yard view.
4/2012
QUESTIONNAIRE
FOR FILING WITH YOUR ZBA APPLICATION
A. Is the subject premise listed on the real estate market for sale?
Yes V No
B. Are t ere any proposals to change or alter land contours?
y No Yes please explain on attached sheet.
C. 1.)Are there areas that contain sand or wetland grasses?
2.)Are those areas shown on the survey submitted with this application? Gffid
3.)Is the property bulk headed between the wetlands area and the upland b ilding
area? 6jb
4.)If your property contains wetlands or pond areas, have you contacted the Office of
the Town trustees for its determination of jurisdiction? AI9 Please confirm status
of your inquiry or application with the Trustees:
and if issued, please attach copies of permit with conditions and approved survey.
D. Is there a depression or sloping elevation near the area of proposed construction at or
below five feet above mean sea level? V6
E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not
shown on the survey that you are submitting? M0 Please show area of the
structures on a diagram if any exist or state none on the above line.
F. Do you have any construction taking place at this time concerning your premises? Xb If
yes,please submit a copy of your building permit and survey as approved by the Building
Department and please describe:
G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject
premises. If any are lacking,please apply to the Building Department to either obtain them
or to obtain an Amended Notice of Disapproval.
H. Do you or any co-owner also own other land adjoining or close to this parcel?
If yes, please label the proximity of your lands on your survey.
I. Pl ase list present use or operations conducted at this parce 4 02
A l C& and the proposed use h 4y V
(ex.existing single amily,proposed same with
garage,booUr other)
Auth r zed ignature and Date '
FORM NO.4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Clerk's Office
Southold, N.Y.
Certificate Of Occupancy
No. . .495.7.3 . . . . . . . . . Date . . . . . . . . . . . . . . . . . . . June 2.7; . . ., 1979.
THIS CERTIFIES that the building . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Location of Property .18 0 •S trahson• •Road,• •Cut�I � " " "Ham%ei
House No. e
County Tax Map No. 1000 Section . .103 . . . . . .Block . . .10. . . . . . .,. . .Lot . . . . . U17. . . . . . . .
Subdivision . . . . . . . . . . . XXg• . . . . . . . . . . . . . .Filed Map No. XXX. . . .Lot No. • • •XXX• • • • • • •
conforms substantially to the W t2kV to
. . .Affil. 23, , l�7 Pursuant to WVu ° f goupancy
•296.7.3 .
dated . . . . . . . . .Jane. 2.7.,. . . . . . . . . . 19 .7.9t ,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 . . . . . . . . .
. . . . . . . . I . . . . . . . .PRIVATE,. ONE-FAMILY• •DVJL-LL1NG. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
The certificate is issued to • John. and• June• Cori blery • • • • • • • • • • • • • ,
owne vmRk �
of the aforesaid building.
Suffolk County Department of Health Approval . . P.RErMSTING. . . . . . . . . . . . . . . . . . . . . . . . .
UNDERWRITERS CERTIFICATE NO. . . . . . . . . . PJM-EXISTING. • . • • . . . . . %. . . . . . . . . . .
t
B ding Inspector
Rev 4/79
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.X.
i
CERTIFICATE OF OCCUPANCY
No: Z-25952 Date: 09/08/98
THIS CERTIFIES that the building ADDITION
Location of Property: 180 STROHSON ROAD CUTCHOGUE
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 103 Block 10 Lot 17
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated OCTOBER 10, 1989 pursuant to which
Building Permit No. 18569-Z dated OCTOBER 16, 1989
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ADDITION TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR.
The certificate is issued to DIANE M. TRENTACOSTE
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N-277482 06/01/93
PLUMBERS CERTIFICATION DATED N/A
/'fa�
u di Inspector
Rev. 1/81
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-24000 Date: 07/03/08
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property; 180 STROHSON RD CUTCHOGUE
(HOUSE NO.) (STREET) (HAMLET)
County Tax Kap No. 473889 Section 103 Block 10 Lot 17
Subdivision Filed Kap No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MAY 9, 2008 pursuant to which
Building Permit No. 33897-Z dated MAY 9, 2008
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ADDITIONS & ALTERATIONS INCLUDING A COVERED PORCH,TO AN EXISTING ONE
FAMILY DWELLING AS APPLIED FOR PER ZBA#4645 DATED 1-27-99.
The certificate is issued to DIANE & ROBERT TRENTACOSTE
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 4004426 06/27/08
PLUMBERS CERTIFICATION DATED 05119/08 BURT'S RELIABLE
Aut orized Signature
Rev. 1/81
1•
A�PEALS BOARD MEMBERS SOFFU(,�co Southold Town Hall
Gerard P. Goehringer, Chairman � Gym 53095 Main Road
James Dinizio,Jr. ti =` P.O. Box 1179
Lydia A.Tortora O Southold,New York 11971
Lora S. Collins A � ZBA Fax(516)765-9064
George Horning d �a Telephone(516)765-1809
BOARD OF APPEALS
TOWN OF SOUTHOLD
-FINDINGS, DELIBERATIONS AND DETERMINATION
SPECIAL MEETING OF JANUARY 27, 1999
Appl. No. 4645 — DIANE TRENTACOSTE PARCEL 1000-103-10-17
STREET & LOCALITY: 180 Strohson Road, Cutchogue
DATE OF PUBLIC HEARING: January 21, 1999
FINDINGS OF FACT
PROPERTY FACTS/DESCRIPTION: The applicant's property is -located along the
southerly side of Strohson Road, Cutchogue. The property consists of a total area of
30,054 sq. ft. and 80 ft. frontage along Strohson Road. The September 9, 1998 survey
prepared by Stanley J. Isaksen, Jr. shows a single-family, two-story frame residence with
porch with a nonconforming easterly side yard at 13.1 feet, as exists, and the westerly
side yard at 32.7 feet. The front yard setback is shown at 51.1 feet to the front of the
dwelling.
BASIS OF APPLICATION: Building Inspector's November 17, 1998 Notice of
Disapproval for combined side yards at less than 35 feet, Article XXIV, Section 100-244B.
AREA VARIANCE RELIEF REQUESTED: Applicant is requesting a combined side yard
area at 28.1 feet instead of the required 35 feet. While the westerly side yard is ;a
minimum of 15 feet, the total with the westerly nonconforming side yard at 13.1 feet is
under 35 feet.
During the hearing, applicants revised the plan to increase the total setbacks from 28.1
feet to 30.1 feet, and the westerly side setback from 15 feet to 17 feet.
REASONS FOR BOARD ACTION, DESCRIBED BELOW:
(1) Grant of the area variance will not produce an undesirable change in
character of neighborhood or a detriment to nearby properties because the
'Page 2—January 27, 1999
Re; 1000-103-10-17(Trentacoste)
ZBA Appl. No.4645
addition/alteration is modest in size and the property is well landscaped to afford privacy
for adjoining neighbors.
(2) The benefit sought by the applicant cannot be achieved by some method,
feasible for applicant to pursue, other than an area variance because the property is a
long, narrow, V-shaped waterfront lot.
(3) The requested area variance is not substantial and represents a decrease of
five feet from the code required 35 ft. total side yard setback.
(4) There is no evidence that the grant of the variance will not have an adverse effect or
impact on the physical or environmental conditions in the neighborhood or district.
(5) The proposed variances will not have an adverse effect or impact on the
physical or environmental conditions in the neighborhood or district because the addition
is located at a sufficient distance from the side yard property line.
In considering this application, the Board deems this action to be the minimum necessary
and adequate to preserve and protect the character of the neighborhood, and the health,
safety, welfare of the community.
RESOLUTION/ACTION: On motion by Member Tortora, seconded by Chairman
Goehringer, It was
1
RESOLVED, to GRANT the variance as applied for.
VOTE OF THE BOARD: AYES: MEMBERS GOEHRINGER; DINIZIO; TORTORA; and
COLLINS. This Resolution was duly adopted (4-0). (Member Horning of Fishers Island
was absent as previously agreed.) a
GERARD P. GOEHRIKGER
4 CHAIRMAN
For Filing 2/1/99
1000-103-10-17
T,- %7IJ CLL•.'seD
2 1 /�9 1..
Tc—n _ _
AGRICULTURAL DATA STATEMENT
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
WHEN TO USE THIS FORM: This form must be completed by the applicant for ally special use permit,
site plan approval,use variance,area variance or subdivision:approval on property within an agricultural
district OR within 500 feet of a farm operation located in an agricultural district. All applications
requiring an agricultural data statement must be referred to the Suffolk County Department of Planning
in accordance with Section 239m and 239n of the General Municipal Law.
1. Name of Applicant: Cs, l�61d-H-2 uvc.
2. Address of Applicant: 7 _ / Otaee,
3. Name of Land Owner(if other than Applicant): 5 us C+4u,1 t;-h3� C IQOt t)p p'
4. Address of Land Owner: 1?0 <-*V-b ,5 � �'�t�r. �,�� A)J
5. Description o Propos !,
Project: 9 OA/I �" �L�C ti 8 . �Gr'gi i p L-8�t' )VA, 64A 4fttijd�
6. Location of P operty:(ro d and Tax p
number) 6 -5�+, � �V 103 '-1d - 617
7. Is the parcel within 500 feet of a farm operatio ? { } Yes {two
8. Is this parcel actively farmed? { } Yes { lo
9. Name and addresses of any owner(s)of land within the agricultural district containing active farm
operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is
your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office
(765-1937)or from the Real Property Tax Office located in Riverhead.
NAME and ADDRESS
1.
2.
3.
4.
5.
6.
(Please use the back of this page if there are additional property owners)
ig ure of Applicant Date
Note-
1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the
proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement.
2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application.
3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified
above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review.
- F
617.20
Appendix B
Short Environmental Assessment Form
Instructions for Comuletine
Part l -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses
become part of the application for approval or funding,are subject to public review,and may be subject to further verification.
Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully
respond to any item,please answer as thoroughly as possible based on current information.
Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful
to the lead agency;attach additional pages as necessary to supplement any item.
Part 1 -Project and Sponsor Information
k)04 V`1 IfJO�
Name of Action or Project:
lM` w� 1 &3c
Project Location(dess`cribe,and attach a location map):
Brief Description of Proposed Action:
Name of Applicant or Sponsor: Telephone:
L(—$ Amo),4 fJ owl E-Mail: ` CG ,
Address:
I OPID 3' +r0 /0 00+_o
City/PO: State: Zip Code:
C tJA 0pi cg 114A
"'
1.Does the proposefd action only involve the legislative adoption of a plan,local law,ordhAnce, NO YES
administrative rule,or regulation? -7
If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that
may be affected in the municipality and proceed to Part 2. If no,continue to question 2.
2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES
If Yes,list agency(s)name and permit or approval:
3.a.Total acreage of the site of the proposed action? acres
b.Total acreage to be physically disturbed? acres P
c.Total acreage(project site and any contiguous properties)owned �7•V
or controlled by the applicant or project sponsor? acres
4. Check all land uses that occur on,adjoining and near the proposed action.
❑Urban ❑Rural(non-agriculture) ❑Industrial ❑ Commercial &, esidential(suburban)
❑Forest ❑Agriculture ❑Aquatic ❑ Other(specify):
❑ Parkland
Page l of 4
5. Is the proposed action, NO YES N/A
a.A permitted use under the zoning regulations?
b.Consistent with the adopted comprehensive plan?
6. Is the proposed action consistent with the predominant character of the existing built or natural NO YE
landscape?
7. 1s the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES
If Yes,identify: /
8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES
b.Are public transportation service(s)available at or near the site of the proposed action?
c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action?
9.Does the proposed action meet or exceed the state energy code requirements? NO YES
If the proposed action will exceed requirements,describe design features and technologies: -7
10. Will the proposed action connect to an existing public/private water supply? NO YES
If No,describe method for providing potable water:
11.Will the proposed action connect to existing wastewater utilities? NO YES
If No,describe method for providing wastewater treatment:
12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES
Places?
b.Is the proposed action located in an archeological sensitive area?
13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO AES
wetlands or other waterbodies regulated by a federal,state or local agency?
b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody?
If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres:
14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply:
❑ Shoreline ❑Forest ❑'Kricultural/grasslands ❑Early mid-successional
❑ Wetland ❑ Urban b Suburban
15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES
by the State or Federal government as threatened or endangered?
16.Is the project site located in the 100 year flood plain? NO YES
17.Will the proposed action create storm water discharge,either from point or non7poisources? NO YES
If Yes,
a.Will storm water discharges flow to adjacent properties? ❑YES
b.Will storm water discharges be directed to established conveyance systems(runoff and orm drains)?
If Yes,briepy describe: ❑NO YES
bta�s Gti d v��vT
Page 2 of 4
18.Does the proposed action include construction or other activities that result in the impoundment of NO YES
water or other liquids(e.g.retention pond,waste lagoon,dam)?
If Yes,explain purpose and size:
19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES
solid waste management facility?
If Yes,describe:
20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES
completed)for hazardous waste?
If Yes,describe:
1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY
KNOWLEDGE (�
Applicant/sponsq name: l� 6,IL y�1JV� � Date:T,�,�
Signature:
Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following
questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or
otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my
responses been reasonable considering the scale and context of the proposed action?"
No,or Moderate
small to large
impact impact
may may
occur occur
1. Will the proposed action create a material conflict with an adopted land use plan or zoning
regulations?
2. Will the proposed action result in a change in the use or intensity of use of land?
3. Will the proposed action impair the character or quality of the existing community?
4. Will the proposed action have an impact on the environmental characteristics that caused the
establishment of a Critical Environmental Area(CEA)?
5. Will the proposed action result in an adverse change in the existing level of traffic or
affect existing infrastructure for mass transit,biking or walkway?
6. Will the proposed action cause an increase in the use of energy and it fails to incorporate
reasonably available energy conservation or renewable energy opportunities?
7. Will the proposed action impact existing:
a.public/private water supplies?
b.public/private wastewater treatment utilities?
8. Will the proposed action impair the character or quality of important historic,archaeological,
architectural or aesthetic resources?
9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands,
waterbodies,groundwater,air quality,flora and fauna)?
Page 3 of 4
No,or Moderate
small to large
impact impact
may may
occur occur
10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage
problems?
11. Will the proposed action create a hazard to environmental resources or human health?
Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every
question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular
element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.
Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by
the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact
may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring,
duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and
cumulative impacts.
❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action may result in one or more potentially large or significant adverse impacts and an
environmental impact statement is required.
❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action will not result in any significant adverse environmental impacts.
Name of Lead Agency Date
Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer
Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer)
Page 4 of 4
1
Board of Zoning Appeals Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, �uSG,J)d?a 11lCD LVC-I1 residing at /go S7r,)ASo,,1
(Print property owner's name) (Mailing Address) V
do hereby authorize' �'L(�� L)�� (Ic O
(Agent)
fl(.to apply for variance(s)on my behalf from the
0.70 hoWO A WOC�,4 ,fin t,LQ1 �nYon �o r�c'� N �f 1 1 7,7q
Southold Zoning Board of Appeals.
(Owner's Signature
n c�A Y4 LJ 0 We l
(Print Owner's Name)
AG ENT/REPRESENTATIVE
TRANSACTIONAL DISCLOSURE FORM
The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose
of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever
action is necessary to avoids same.
YOUR NAME: w o
(Last name,first name,,middle initial,un ss you are applying in the name of someone else or other entity,such as a
company.If so,indicate the other person's or company's name.)
TYPE OF APPLICATION: (Check all that apply) f
Tax grievance Btiilding Permit I•�
Variance Trustee Permit
Change of Zone Coastal Erosion
Approval of Plat Mooring
Other(activity) Planning
Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer
or employee of the Town of Southold?"Relationship" includes by blood,marriage,or business interest. "Business
interest" means a business,including a partnership,in which the town officer or'employee has even a partial
ownership of(or employment by)a corporation in ich the town officer or employee owns more than 5% of the
shares.
YES NO
If No,sign and date below. If Yes, complete the balance of this form and date and sign where indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.
Either check the appropriate line A)through D)and/or describe in the space provided.
The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply)
A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a
corporation)
B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation)
C)an officer,director,partner,or employee of the applicant;or
D)the actual applicant
DESCRIPTION OF RELATIONSHIP
Submitted this a,� day of �j. ,20 l(0
Signature I�C�
Print Name Lb "'V4 V JA L16),—
APPLICANT/OWNER
TRANSACTIONAL DISCLOSURE FORM
The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose
of this form is to provide information which can alert the town of possible conflicts,of interest and allow it to take whatever
action is necessary to avoid same. nn��
YOUR NAME:
(Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a
company.If so,indicate the other person's or company's name.)
TYPE OF APPLICATION:(Check all that apply)
Tax grievance Building Permit
Variance ✓ Trustee Permit
Change of Zone Coastal Erosion
Approval of Plat Mooring
Other(activity) Planning
Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer
or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business
interest"means a business,including a partnership,in which the town officer or employee has even a partial
ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the
shares.
YES NO X_
If you answered"YES",complete the balance of this form and date and sign where indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself(the applicant/agent/representative)and the town ofricer or employee.
Either check the appropriate line A)through D)and/or describe in the space provided.
The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply)
A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a
corporation)
B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation)
C)an officer,director,partner,or employee of the applicant;or
D)the actual applicant
DESCRIPTION OF RELATIONSHIP
Submitted this day of A)OV 20_L6
Signature
01\ \
Print Name Sul 0"(N,(I CJ,
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
I. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area(which includes all of Southold Town).
3. If any question in Section C on this form is answered "yes", then the proposed action may affect the
achievement of the LWRP policy standards and conditions contained in the consistency review law.
Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a
determination that it is consistent to the maximum extent practicable with the LWRP policy
standards and conditions. If an action cannot be certified as consistent with the LWRP policy
standards and conditions, it shall not be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold's
website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all
local libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM#
The Application has been submitted to(check appropriate response):
Town Board 0 Planning Dept. 9 Building Dept. 0 Board of Trustees
1. Category of Town of Southold agency action (check appropriate response):
(a) Action undertaken directly by Town agency(e.g. capital
construction, planning activity,agency regulation, land transaction) M
(b) Financial assistance(e.g.grant, loan, subsidy)
(c) Permit, approval, license, certification: 19/
Nature and tent of action: ,�
$fi1Mt Q r Ld /'� {BGG ' I SJ
JZ) 2 �
Location of action:
Site acreage: 0-wp�
Present land use:
Present zoning classification: � �1011'U�L
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: b4-.5 101 kJa Al.
(b) Mailing address: 19) S,�,cS b o pLq fQ6V141
(c) Telephone number:Area Code
(d) Application number, if any: 1�
Will the action be directly undertaken, require funding, or approval by a state or federal agency?
Yes ❑ No If yes,which state or federal a enc ?
g Y
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes'beneficial use of 1 coastal location, and
minimizes adverse effects of development. See LWRP Section III 1 Policies; Page 2 for evaluation
criteria.
❑Yes ❑ No [4ot Applicable- please explain)
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LWRP Section III—Policies Pages 3 through 6 for evaluation criteria
Yes ❑ No ❑ (Not Applicable—please explain)
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources ;throughout the Town of Southold. See
LWRP Section III—Policies Pages 6 through 7 for evaluation criteria
Yes 0 No [�9(Not Applicable—please explain)
ct'VA) iiL�'1 ✓ Z �� LvV 7 .5
d %� 1"
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources1rom flooding and erosion. See LWRP -
Section III—Policies Pages 8 through 16 for evaluation criteria
EE Yes 0 No 19 (Not Applicable—please explain)
d v
U au 1z
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
rogh
Yes 0 No � (Not Applicable—please explain)
cst� , SV
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22
through 32 for evaluation criteria.
Yes No lJ (Not Applicable—please explain)
c�
co s a C4A'e"h), 10� l J
r 1
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria. See Section III—Policies Pages; 34 through 38 for evaluation
criteria.
Yes 0 No Not Applicable—please explain)
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III—Policies; Pages 34 ithrough 38 for evaluation criteria.
E Yes 1:1 No E (Not Applicable—please explain)
Mftc�j
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation
criteria.
0 YeLl No U (Not Applicable—please explain)
r�
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes ❑ No Not Applicable—please explain)
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources! in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section III—Policies; Pages:57 through 62 for evaluation criteria.
0 Yes ❑ No IdNot Applicable—please explain
A4 /V_�Scqkjo
it V ! g s d`
6� C5 a
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages
62 through 65 for evaluation criteria.
❑ Yes ❑ No 'Not Applicable—please explain
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III—Policies; Pa s 65 through 68 for evaluation criteria.
❑ Yes ❑ No Not Applicable—please explain
CD
TOWN OF SOUTHOLD ,P. 6FERTY RECORD' CARD
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a .
FORMER OWNER .^t' a7I jcoS& N (� �aa E 7�rav cAj ACR.
W TYPE OF BUILDING
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A so.c c o Ji d
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NOTICE
ALTERATION.SALE OR COUNTY OF SUFFOLK
DISTRI.=-
SUFF.it UFANy PORTION OF THE K
COUN 'Al—IS pRoh,,,,,E Real PrOperfY Tax Service Agency E 097
AITH
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County Center Rive Y T-- SOUTHOLD
REAL P ERTY TIX SERVICEACF— rh-d,N Y 71901 No I. SECTION NO
200 5CALE IN FEET m VILLAGE OF
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THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE
ACTS AND OMISSIONS OF ANY CONTRACTOR, ANY
SUB-CONTRACTOR, OR ANY OF THE CONTRACTOR'S
OR 5UB-CONTRACTOR'5 AGENTS OR EMPLOYEES OR
ANY PERSON PERFORMING THE WORK,
NO RESPONSIBILITIES ARE ASSUMED FOR THE
POSSIBLE EXISTENCE OF ANY SUB-SURFACE UTILITIES
OR CONDITIONS NOT SHOWN HEREIN. NO WARRANTY
IS MADE TO THE ACCURACY OF ANY CONDITIONS OR
UTILITY LINES SHOWN ON THE PLANS.
THE ARCHITECT ASSUMES NO RE5PON5ABILITY FOR
THE CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS
AND PROGRAMS IN CONNECTION WITH THE WORK. THE
ARCHITECT HAS NOT BEEN RETAINED FOR SITE
SUPERVISION, INSPECTION OR ADMINISTRATION FOR
THIS PROJECT.
THE WORK SHALL CONFORM WITH ALL APPLICABLE
REQUIREMENTS OF THE BUILDING CODE OF THE STATE
OF NEW YORK STATE„ ALL STANDARDS,
REQUIREMENTS, AND RECOMMENDATIONS OF OTHER
PUBLIC OR PRIVATE AGENCIES HAVING JURISDICTION.
ALL WORK SHALL CONFORM WITH INDUSTRY
STANDARDS GENERALLY USED TO CONTROL AND
GOVERN SUCH WORK.
i
BY ACCEPTANCE AND OR USE OF THESE DOCUMENTS
�j T"�,Q f---I c> ?-J ? AND PLANS, THE USER AGREES TO INDEMNIFY, HOLD
HARMLESS, AND TO PROVIDE DEFENSE ON BEHALF OF
D THE ARCHITECT FROM ANY AND ALL CLAIMS AND
LITIGATION WHICH MAY RESULT FROM THE USE
THEREOF.
tQ 60,51�� f — . p UNAUTHORIZED ALTERATION OR ADDITIONS TO THIS
/ 0 3, PLAN 15 A VIOLATION OF SECTION 7209 OF THE NEW
%t t h(r� ! 3X 7 °� T * C.t YORK STATE EDUCATION LAW.
' * CC)R v >✓ >.-L A,Y COPIES OF THE PLAN NOT BEARING THE
j;;,; PROFESSIONAL ARCHITECT'S INKED OR EMBOSSED
SEAL, IS NOT A VALID OR TRUE COPY AND SHALL NOT
30_ S D tz -'t" rz:,tom,.,I O 12—'Ls' t=� BE USED.
3 ,x I cn -T-I Q C'.-:;r �3 NO OVERSIGHT, ERROR, OR OMISSION ON THE PART
R-/,..C:R tz' -ro F--"?F OF THE ARCHITECT OR HIS REPRESENTATIVE SHALL
tfj ,j! m1 Z�C t-'I d �✓C L7 !`•nom r� LEGALIZE THE ERECTING, CONSTRUCTION, ALTERATION,
L'� I L--I-- p �'j REMOVAL, USE OR OCCUPANCY OF A STRUCTURE
t�-r ► t+l C7- v G.i<-- THAT DOES NOT CONFORM TO THE PROVISIONS OF
p U t-1 r-> o THE BUILDING CODE AND OR THE BUILDING ZONE
' 6p 5Cn C-� �.�f r 1 ORDINANCES.
11� NO NOTE OR DETAIL OR LACK THEREOF SHALL BE
X I c,-)7-I CONSTRUED AS RELIEVING THE CONTRACTOR FROM
1r x t ") -T- t r,1 r--- T— 1" THE ERECTION OF ALL WORK IN ACCORDANCE WITH
G-P l_C: i�,�.r--� I t,_.,'-e ALL STATE AND OR LOCAL CODES.
THE HOMEOWNER AND/OR THE CONTRACTOR IS
RESPONSIBLE FOR ALL REQUIRED PERMITS AND
INSPECTIONS DURING THE COURSE OF
° �-`� - CONSTRUCTION. ARCHITECT IS NOT RESPONSIBLE FOR
loo; t� t`( ! � CERTIFYING ANY PART OF THE CONSTRUCTION FROM
\
I til (:r,- o X)v)-r- I tom.t WHICH WORK IS COMPLETED.
F-Ll a p
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NO. DATE REMARKS
REVISIONS
RECEZVEU G//p��Oo 'lao_CERT 1J�_o C�C;1IERHAC K
�'!'o V 3 (f 2016 Antic- l l rECT9 Poco
FINAL MAP
�v ZB� • RE51DENTIAL 12 FENIMORE LANE
REVIEWED i �ON1N� BOARD o� Ap��.AL> HUNTINGTON, N.Y. "1 1743
SEE DECISION # ��� • COMMERCIAL PHONE: G3 I- 3G8 - 4993
I ' J ��L FAX: 63 1 -3G8-9043
DATED — • INDUSTRIAL RJCARCHITECT@noTMAiL.coM
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DATE DRAWING NO.
SCALE A
DRAW _ OF
CONT. NO.
x:r
STANDARD CONNECTOR DETAILS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CODE COMPLIANCE NOTES 14. ALL PRE- MANUFACTURED LUMBER SHALL BE INSTALLED AS PER MANUFACTURES
SUBJECT TO DAMAGE FROM RECOMMENDATIONS AND SPECIFICATIONS, AND DETAILS, TYPICAL. 2015 IRC N.Y.S. RESIDENTIAL BUILDING CODE
GROUND WIND SEISMIC WINTER ICE SHIELD FLOOD 1 . ALL CONTRACTORS INVOLVED WITH THI5 PROJECT SHALL OWN (OR HAVE READILY AVAILABLE) AND 15. " SIMPSON" TYPE CONNECTORS SHALL BE USED FOR ALL FLUSH STRUCTURAL LOAD CARRYING COMPLIANCE NOTES
�^ SNOW SPEED DESIGNDE51GN UNDEKLAYMENT HAZARDS FAMILIARIZE THEMSELVES WITH THE CURRENT 2015 INTERNATIONAL RESIDENTIAL CODE OF NEW CONDITIONS. (OR APPROVED EQUAL)
I 6 LOAD (MPH) CATEGORY WEATHERING FRONT LINE TERMITE DECAY TEMP. REQUIRED YORK STATE. 16. SCREWS FOR ATTACHING GYPSUM BOARD TO WOOD FRAMING SHALL BE TYPE W OR TYPE S 1. ALL NEW STAIRWAYS 5HALL COMPLY WITH SECTION R.31 I
° DEPTH OF THE 2015 INTERNATIONAL RESIDENTIAL CODE OF NEW
° o ` AND SHALL PENETRATE WOOD NOT LE55 THAN 5/8 INCH AND BE NO MORE THAN 12 INCHES ON YORK STATE, FOR STAIRS AND HANDRAILS AND SECTION
°o
GENERAL NOTES AND SPECIFICATIONS CENTER. IF NAILS ARE TO BE USED, NAILS SHALL BE .084 DIAMETER, 1 -5/8" LONG, WITH 19/64" 8303 FOR STAIRWAY ILLUMINATION, WHICH SHALL BE
20 Ib I I 0 "E" SERVERS 36" MODERATE SLIGHT TO I I ° REQUIRED SITE
HEAD AND SHALL BE DOUBLE NAILED, WITH NAILS BETWEEN 2 AND 2-112" APART AND NO MORE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE CODE
°e I . THESE NOTES SHALL APPY TO THE GENERAL CONTRACTOR, EACH SUB-CONTRACTOR AND THE OWNER'S THAN 12' O.C. SECTIONS.
mph TO HEAVY MODERATE SPECIFIC OWN FORCES. EACH COINTRACTOR SHALL VISIT, STUDY, AND FAMILIARIZE HIMSELF WITH THE SITE AND
17. TYPE "X" GYPSUM BOARD FOR GARAGE CEILINGS BENEATH ALL ADJOINING HABITABLE SPACE 2• ALL EXTERIOR WINDOWS AND GLA55 DOORS ARE TO BE
R310.2.1 .1 INTERNAL PRESSURE. WINDOWS IN BUIDLINGS WITH ALL DIMENSIONS, CONDITIONS, TRADES AND ASPECTS OF THE WORK. EACH CONTRACTOR SHALL SHALL BE INSTALLED PERPENDICULAR TO THE CEILING FRAMING AND SHALL BE FASTENED AT INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODE
• LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL HAVE RAFTER TO RAI-TECOOPERATE AND COORDINATE H15 WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES.
R MAXIMUM G" O.C. BY 1 -7/8" GD COATED NAILS OR EQUIVALENT DRYWALL SCREWS. SECTIONS.
•
GLAZED OFFING PROTECTED FROM WIND BORNE DEBRIS OR X 20 GAGE STEEL STRAP EVERY THE CONTRACTOR SHALL INSPECT THE 51TE AND MAKE ALL APPROPRIATE INQUIRIES TO DETERMINE AIR LEAKAGE
0 o THE BUILDING SHALL BE DEIGNED AS A PARTIALLY 4 CONDITIONS AND FIELD (CONSTRUCTION CRITERIA PRIOR TO SUBMISSION OF BIDS, AND SHALL MAKE NO 3. ANY NEW MECHANICAL SYSTEMS SHALL BE INSTALLED IN
0�° ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING RAFTER ACCORDANCE WITH APPLYING CHAPTER(5)OF THE 2015
CODE OF NEW YORK STATE.GLAZED OPENING PROTECTION ALTERNATE:2X6 COLLAR TIES 16" O/C ADDITIONAL CLAIMS REGARDING THE 51TE CONDITIONS THEREAFTER. THE CONTRACTOR'S, OWNER'S I . ALL EXTERIOR DOORS AND WINDOWS SHALL BE INSULATED, AND DESIGNED TO LIMIT AIR IRC.THE MINIMUM INSTALLATION THICKNESS FOR HVAC
FOR WIND-BORNE DEBRIS SHALL MEET THE REQUIKMENTS @ AGREEMENT TO ENTER IMTO THE WORK SHALL SUFFICE AS THEIR ACCEPTANCE OF THE TERMS SPECIFIED PIPES SHALL BE IN ACCORDANCE WITH ALL APPLICABLE
TRUSS/RAFTER TO TOP OF THE LARGE M155LE TEST OF ASTM E 1996 AND OF MAXIMUM MAY BE SUBSTITUTED FOR HEREIN, AND SHALL BE IINCORPERATED INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND LEAKAGE INTO OR OUT OF THE BUILDING ENVELOPE. SECTIONS FOR HOT WATER PIPES.
ASTM E 1(586 REFERENCED HEREIN. CONTRACTOR. 2. EXTERIOR JOINTS AROUND WINDOWS AND OR DOOR FRAMES, OPENINGS BETWEEN WALLS AND
RIDGE CONNECTORS, IF PERMITTED BY ROOF/CEILINGS AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY
TYPICAL RAFTS TO TOP PLATE SI M PSON MTS 12 OR WOOD STRUCTURAL PANELS WITH A MINIMUM 2. ARCHITECT AND/OR HIS ENGINEER OR ASSISTANTS ARE NOT HIRED FOR SUPERVISION, OBSERVATIONS, 4. ANY NEW ELECTRICAL EQUIPMENT AND WIRING SHALL BE
INSTALLED IN ACCORDANCE WITH APPLYING CHAPTER(5)
USPRT20 WHERE RAFTERS AN THICKNESS M (I 1.I MM) AND A MAXIMUM SPAN OF 8 LOCAL AUTHORITIES, TYPICAL. INSPECTION, OR ADMINISTRATION OF THI5 CONSTRUCTION PROJECT IN ANY CAPACITY. SERVII NESTHROUGH WALLS, FLOORS AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE OF THE 2015 IRC AND 2015 INTERNATIONAL ELECTRIC
PLATE / STUD FEET PROTECTION
MM) SHALL BE PERMITTED FOR OFFING 3. DO NOT SCALE DRAWINIGS, WRITTEN DIMENSIONS 5UPERCEDE SCALED DIMENSIONS AND ARE SUBJECT TO G ENVELOPE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED, OR OTMERW15C CODE.
PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS
MTS30 OR STUDS DO NOT ALIGN (USE SHALL BE PRE-CUT TO COVEP�THE GLAZED OPENING WITH ROOF/CEILING CONSRUCTION REVISIONS AS PER ACTUJAL FEILD CONDITIONS. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY SEALED.
S I M PSON H7Z, , 5. ALL WALL, AND CEILING FINISHES SHALL HAVE A FLAME
WITH DET. 2). (9)8d NAILS TO ATTACHMENT HARDWARE PRDVIDED IN ACCORDANCE WITH 5 PART FIBERGLASS ASPHALT ROOF CONTRACTORS PRIOR TC COMMENCING CONSTRUCTION AND PRIOR TO ORDERING MATERIALS 3. FOR ALL ONE AND TWO FAMILY DWELLINGS, MAIN ENTRANCE DOORS SHALL BE INSULATED SPREAD CLA551FICATION OF NOT GREATER THAN 200
EQUAL CONNECTOR AT RAFTERS, (4)8d NAILS TO COMPONENTS R310.2.1.2
1.2 ORSHCLADDA�BODE51GNEDADS TO DETERMINED THE
SHINGLES SYSTEM (CONTRACTORS' SITE V151T 15 MANDATORY). ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT STEEL DOORS WITH INSULATED GLASS. WITH ASMOKE DEVELOPED INDEX Of NOT GREATER THAN
CDX PLYWOOD NAILED TO CODE PRIOR TO PROCEEDING VNITH WORK. 4. RESIDENTIAL FIREPLACE UNITS SHALL HAVE MINIMAL INFILTRATION LOSSES WITH THE DAMPER 450 IN ACCORDANCE WITH ALL APPLICABLE CODE
EACH STUD/PLATE/RAFTER. SECTIONS INSULATION SHALL HAVE A FLAME INDEX OF NO
ACCORDANCE WITH THE PROVISIONS OF THE BUIDLING 23OL5 FELT PAPER 4. ARCHITECT NOT RE5POIN5IBLE FOR ANY CHANGES MADE WITHOUT PRIOR WRITTEN NOTIFICATION TO THE IN THE CLOSED POSITION. FIREPLACE UNITS SHALL BE PROVIDED WITH A SOURCE OR GREATER THAN 25 WITH ASMOKE DEVELOPED INDEX OF
H7Z NAILING:(4) 8d TO PLATE CODE OF NEW YORK STATE. RAFTERS (SEE P ANS FOR SIZES) ARCHITECT AND OWNER., COMBUSTION AIR DUCTED FROM ThE OUTDOORS, OF SUFFICIENT QUANTITY TO SUPPORT NO GREATER THAN 450 IN ACCORDANCE WITH ALL
5. CONTRACTOR TO VERIFY THE ADEQUACY OF THE EXISTING ELECTRIC POWER FOR THE INTENDED NEW USE COMBUSTION. THIS SOURCE SHALL BE EQUIPPED WITH A DAMPER CAPABLE OF BEING FULLY APPLICABLE CODE SECTIONS. INTERIOR WALL COVERING
RAFTERS, (8)8d TO STUDS, BATT INSUATION (SEE PANS) AND PROVIDE PRICE FOPADDITIONAL POWER, IF IT 15 FOUND TO BE NECESSARY TO COMPLETE THE CLOSED. SHALL BE INSTALLED IN ACCORDANCE WITH CODE
NOTE: IF ROOF PITCH IS GREATER 5. ALL WINDOWS TO BE ANDERSEN 400 SERIES(U.O.N.) WITH INSULATED GLASS AND SCREENS OR ACCORDANCE WITH SECTIONS APPLICABLE
(2)8d TO PLATES. (8) 8d TO PROVIDE A MINIMUM 2" SPACE FOR REQUIRED WORK. SECTIONS, AND EXTERIOR WALL COVERING SHALL BE IN
THAN 7 IN 1 2 - HOUSE FRAMING IS VENTILATION OF IN5UATION G. DE51GN CRITERIA- THES+E DOCUMENTS HAVE BEEN DESIGNED TO BE IN ACCORDANCE WITH THE 201 5
BTU DSNAI LI NG AS PER CONSIDERED AN ACJITIONAL STORY IN INTERNATIONAL RESIDEN111AL CODE. EQUAL TYPES AND SIZES AS INDICATED ON DRAWINGS WITH MAXIMUM "U" VALUE OF .33 FOR G. ALL DRILLING AND NOTCHING LIMITATIONS SHALL BE AS
CEILING JOISTS (SEE PANS FOR 51ZE5) GLAZED DOORS. WINDOWS AND GLAZED DOORS SHALL BE RATED TO WITHSTAND A MINIMUM
MANUFACTURERS HEIGHT I„ 7. NOTHING ON THESE DRAWINGS SHALL BE CONSTRUED AS MODIFYING IN ANYWAY THE CONTRACT SET FORTH IN SECTIONS APPLICABLE. STUDS-25 %
2 GYPSUM WALL BOARD,TAPED BETWEEN OWNER AND CONTRACTOR OR THE CONTRACTOR AND SUB-CONTRACTORS. DESIGN PRESSURE FOR LOCATION, TYPE, ETC. TO ALL CODE REQUIREMENTS, TYPICAL. MAXIMUM PER STUD WIDTH.
SPECI FICATI ONS, TYPICAL. AND PA E THE OWNER SHALL BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DISCOVERED DURING G. PROVIDE MINIMUM 6 (U.O.N.) FULL THICK INSULATION IN CEILINGS AND UNHEATED SPACES
FROM ROOF EDC TO THE CONSTRUCTION PHASE OF THE PROJECT, WHICH MAY REQUIRE ADDITIONAL MEASURES TO BE TAKEN BELOW, AND IN CANTILEVERED FLOUR AREAS. SEE PLANS FOR SIZES. 7• EXISTING HEATING SYSTEM SHALL IR MODIFIED,
2'-0" MIN. UP FROM INSIDE 2'-0" MIN. V.I.F. RAFTERS TO TOP PLATE 7. ALL INSULATION THAT IS CAPABLE OF ABSORBING WATER SHALL BE PROTECTED BY A VAPOR UPGRADED OR REPLACED AS REQUIRED TO MAINTAIN A
ON THE PART OF THE CONTRACTOR, SUB-CONTRACTORS, OR THE ARCHITECT. ANY AND ALL COSTS 70°F MINIMUM INTERIOR TEMPERATURE AT 0°F MAXIMUM
0 o FACE OF WALL BELOW TO STUDS RELATED TO THE ADITIO�NAL WORK SHALL BE THE 50LE RESPONSIBILITY OF THE OWNER, INCLUDING THE BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. EXTERIOR TEMPERATURE ATA 15 M.P.H. MINIMUM WIND.
1 2" MINIMUM INSTALL ICE AND WATER ADDITIONAL SERVICES OF ANY OUTSIDE AGENCIES, INCLUDING BUT NOT LIMITED TO SURVEYING, PILES, B.INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION HEATING CONTRACTOR SHALL DETERMINE IF EXISTING
BEARING ONTO SHIELD MEMBRANE 51MP50N STRONG TIE H7Z EXTERMINATION, BORING7, UNDERPINNING, 51TE DRAINAGE, ADDITIONAL CON5ULATION5, 51TE VI51T5, AT PLATE LINES, SILL LINES AND CORNERS. SYSTEM IS CAPABLE OF HANDLING ADDITIONAL LOADS.
STUDS, TYPICAL. OR EQUAL PLACED AT EACH RAFTER TO CERTIFICATION LETTERS„AMENDMENTS, AS BUILT DRAWINGS, ETC. LI FE SAFETY 8. ALL FIRE BLOCKING SHALL BE IN ACCORDANCE WITH ALL
TOP PLATE TO STUD WHERE STUDS AND 8. IN ACCORDANCE WITH STATE AND LOCAL CODES, THE REQUIRED E=XITS IN THE E=XISTING BUILDING MUST BE APPLICABLE CODE SECTIONS.
RAFTERS ALIGN KEPT CLEAR, MAINTAINEE, AND PROTECTED.. I . SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN THE FOLLOWING
USE ONLY c FLOOR TO FLOOR 9. ALL WORK AND MATERIAL OF THI5 PROJECT AND ADJACENT SURFACES SHALL BE PROTECTED FROM LOCATIONS: IN EACH SLEEPING ROOM, OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE 0• ALL EXISTING HOUSE CONSTRUCTION, INCLUDING ALL
WHERE STUDS ° VICINITY OF THE BEDROOMS, ON EACH STORY OF THE DWELLING; INCLUDING BASEMENTS AND EXISTING MATERIALS,ASSEMBLIES, CONDITIONS,
SIMPSON MSTA 3G STRAP TOP PLATE TO STUD DAMAGE INCLUDING LAW/N5 AND SHRUBS IN THE EVENT OF DAMAGE, THE CONTRACTOR SHALL
DIMENSIONS,SIZES, SPACING, ETC.SHALL BE VERIFIED IN
AND RAFTERS o IMMEDIATELY MAKE ALL IREPAIR5 AND REPLACEMENTS NECESSARY TO AREAS DAMAGED DUE TO NEW CELLARS. SMOKE ALARMS SHALL BF INTERCONNECTED IN SUCH A MANNER THAT THE FIELD(V.I.F.)PRIOR TO CONSTRUCTION. REFER TO PLANS
DO NOT ALIGN. OR BETTER, TIE AT EACH 51MP50N STRONG TIE H7Z OR CONSTRUCTION SHALL E',3= RESTORED TO THE ORIGINAL CONDITION, THE APPROVAL OF THE OWNER AND AT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE DWELLING. AS A GUIDE TO MINIMUM EXISTING JOISTS,AND STUDS,
STUD. ALTERNATE: CS I G EQUAL PLACED EACH STUD WHERE NO ADDITION COST TO TTt1E OWNER. ELECTRICAL SIZES AND SPACING AND A55UMED DIRECTION AND
BEARING. INSTALL NEW STUDS, POSTS,JOISTS, HEADERS,
STUD TO TOP PLATE SEE PLANS ETC.IN REQUIRED TO PROVIDE COMPLETE
„ RAFTERS AND 5TUD5 ARE NOT IN 10. CONTRACTOR TO PROJECT ALL AREAS OF WORK FROM INCLEMENT WEATHER DURING, AND AT THE END OF I . ALL NEW ELECTRICAL WORK SHALL BE PERFORMED BY A DULY LICENSED ELECTRICIAN AND BE IN CONSTRUCTION- FOR ALL NEW WORK AND TO COMPLY
GA. COIL. 3G MINIMUM. ALIGNMENT ONLY ALONG WITH H8 RAFTER DAILY WORK OPERATION'S. MAINTAIN PROJECT WEATHERTIGHT AND VANDAL RE5ISTANT.
S I M PSON HIS CONNECTOR USE ( I 8) I Od NAILS TOTAL TO PLATE. (FIRESTOPPING AS PER CODE) I I . THE GENERAL CONTRAC TOR SHALL ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG THE STRICT CONFORMANCE TO THE INTEf NATIONAL ELECTRIC CODE, AND ALL OTHER APPLICABLE WITH ALL RESIDENTIAL CODE OF NEW YORK STATE
RULES AND ORDINANCES.ONE DUPLEX OUTLET SHALL BE INSTALLED ON EACH WALL,BUT NOT LESS REQUIREMENTS,TYPICAL.
AT EACH STUD USE WITH SUB-CONTRACTORS, EMIPLOYEES, AND OTHER PERSONS CARRYING OUT THE CONTRACT. ALL
12" MINIMUM CONTRACTORS SHALL N(CT PERMIT EMPLOYMENT OF A PERSON OR PERSONS NOT SKILLED IN THE TASKS THAN 6'-0" O/C. BATHROOMS AND AIL WET AREAS SHALL RECEIVE GROUND FAULT INTERUPT 10 FIELD MEASURE,AND REVIEW OF EXISTING HOUSE WERE
DETAIL G OR 9.H8 NAILING:
WALL CONSTRUCTION A551GNED TO THEM. OUTLETS. LOCATION AND TYPE OF WALL SWITCHES AND LIGHT FIXTURE5 SHALL BE VERIFIED WITH TAKEN BY THIS OFFICE.
BEARING ONTO 1 2. ALL PROJECT WASTE M/PTERIAL AND RUBBISH TO BE DISPOSED IN CONTAINERS PROVIDED BY THE V.I.F. -VERIFY IN FIELD-50 THE CONTRACTOR 15 AWARE
(8) 8d TO PLATES, THE OWNER. SMOKE DETECTORS WITH BATTERY BACKUP SHALL BE SUPPLIED AND INSTALLED
STUD. SIDING (SEE PLANS) CONTRACTOR FOR 5U55`QUENT LEGAL OFF-SITE DISPOSAL. CONTAINER LOCATION TO BE COORDINATED IN EACH BEDROOM AND IN THE BASEMENT AND IN ANY OTHER LOCATION REQUIRED BY CODE TO DOUBLE CHECK ALL EXISTING DIMENSIONS,AND
8) 8d TO STUDS CONDITIONS,AND TO VERIFY PLANS ARE ACCURATE.
( ' FOAM BOARD (IF APPLICABLE, SEE PLANS) WITH THE OWNER Of DISPOSAL TO BE ON A REGULAR BA515. AND SHALL BE 50 WIRED THAT ANYONE HEAD ACTIVATED WILL CAUSE ALL HEADS TO SOUND.
PLUMBING 1 1. ALL NEW HOUSE CONSTRUCTION SHALL COMPLY FULLY
TYVEK VAPOR BARRIER OR EQUAL WITH THE 2015 IRC.
3 " CDX PLYWOOD - NAILED TO CODE CONCRETE 1 . ALL PLUMBING WORK SHALL BE PERFORMED BY DULY LICENSED PLUMBERS AND SHALL BE NOTE:TH15 PROJECT IS IN THE HIGH WIND BOURNE DEBRIS
2 1 . ALL CONCRETE WORK 5rALL COMPLY WITH ALL 2015 IRC REQUIREMENTS, MINIMUM PERFORMED IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL BUILDING CODES. ALL NEW AREA AND COMPLIES WITH RCNYS SECTION 301.2. 1.2 AND
SEE ACTUAL FRAMING DETAILS ON BATT INSULATION (SEE PLANS) COMPRESSIVE 5TRENGT101` CONCRETE SHALL BE AS FOLLOWS: SECTION RRG13.URES SHALL BE TIED INTO EXISTING SANITARY WASTE LINES.
FIXT
ARCHITECTURAL SECTION, TYPICAL. WOOD STUDS @ I.6" O/C (SEE PLANS FOR BASEMENT SLABS AND (INTERIOR SLABS ON GRADE.EXCEPT GARAGE FLOOR SLABS 2500c ASPHALT_ ROOF SHINGLE NOTES TIHESE PLANS ARE AN INSTRUMENT OF SERVICE AND OR THE
BASEMENT WALLS, FOUrrOATION WALLS, EXTERIOR PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL NOT
1 . ROOF SHIN
WALLS AND OTHER VERTICAL GLES SHALL HAVE SELF-SEAL STRIPS OR BCOMPLY WITH
E INTERLOCKING, AND COHAVE CONTROL OR CHARGE AND SHALL NOT BE
5'!
GYPSUM WALL BOARD � � � CONCRETE WORK EXPOSED TO WEATHER ' 3000d
2
PORCHES, CARPORT 51-4,55 AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3500d A5TM D225 OR D3462. R1E5PON515LE FOR CONSTRUCTION MEANS, METHODS,
2. FASTENERS OR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS, ALUMINUM OR DEVIATIONS,TECHNIQUES, SEQUENCES OR PROCEDURES,
INSTALL STRAPPING COPPER ROOFING NAILS. MINIMUM 12 GAGE 5HANKED WITH A MINIMUM 3/8" DIAMETER HEAD. OAR FOR SAFETY PRECAUTIONS AND PROGRAMS IN
AT CRIPPLE STUDS
STUD TO RIM JOIST FLOOR TO FLOOR 13. CO CRETE SHALL BE ENITKAINED IN ACCORDANCE WITH FOOTNOTED OF LENGTH TO PENETRATE THROUGt Tr1E ROOFING MATERIALS AND 3/4" MINIMUM INTO OONNECTIONS WITH THE WORK, FOR THE ACTS OR
MISSIONS Of THE CONTRACTOR, SUBCONTRACTORS OR
AND ALL JACK AND 51MP50N STRONG TIE M5TA36 STRAP C. CONCRETE SHALL BE AIRENTRAINED, TOTAL CONTENT SHALL NOT BE LE55 THAN 5 PERCENT NO SHEATHING. ANY OTHER PERSONS PERFORMING ANY ACT Of THE WORK,
KING STUDS SIMPSON LSTA 3G OR SEE STANDARD CONNECTOR DETAIL #7 MORE THAN 7 PERCENT 3. ROOF 5HINGLE5 SHALL HAVE THE MNIMUM NUMBER OF FASTENERS REQUIRED BY THE OR FOR THE FAILURE OF THEM TO CARRY OUT THE WORK IN
D. MINIMUM CEMENT COM ENT SHALL BE IN ACCORDANCE WITH CODE SECTION R402.2 OF THE MANUFACTURER. I ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALWAYS
HEADER TO 5TU D BETTER. STRAP AT EACH 2. BASED ON A GROUP I SOIL CLASSIFICATION ALL FOOTINGS TO BEAR ON VIRGIN SOIL HAVING A MINIMUM 4. FOR NORMAL APPLICATION, ROOF 511NGLE5 SHALL BE SECURED TO THE ROOF WITH NOT USE DIMENSIONS E D. ROBERT AS HHOWN. ARCHITECT INGS REP. NOT TO BE
SIMPSON STUD, WRAP UNDER MUD SECOND FLOOR FLOOR CONSTRUCTION BEARING CAPACITY OF 3000 POUNDS/S.F. (I -TONS) AND IN ALL CASES SHALL BE A MINIMUM OF 3' -0" LESS THAN 51X FASTENERS PER 5TR!' SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. PRINCIPLE/EMPLOYEE5 WERE NOT RETAINED FOR ANY
SILL , AND NAIL. SUB-FLOOR (FINISH AS PER OWNER) BELOW GRADE. 5. CONTINUOUS ICE AND WATER SHIELD MEMBRANE SHALL BE PROVIDED FROM ALL EAVES EDGE CONSTRUCTION SUPERVISION.
8" HEADER LSTA 18 WITH GLUED AND NAILED TO CODE. 3. ALL SLABS TO HAVE 5T11:EL TROWEL FINISH. TO A POINT AT LEAST 24" INSIDE THr EXTERIOR WALL LINE OF BUILDING.
3G" 3" TOUNGE AND GROOVE PLYWOOD 4. PROVIDE SHEET METAL(fLA5HING WHERE CONCRETE SLABS ABUT WOOD CONSTRUCTION. FLASHING SHALL
ALT. CS 20 GA. COIL, „
( 1 0) 1 0c] NAI LS TOTAL 4 EXTEND FROM IN51DE FAKE OF FOUNDATION WALL ACROSS TOP OF FOUNDATION WALL, AND UP AT LEAST 4 CODE ANALYSIS
M i N I M U M. USE ( 1 9) 1 Od FLOOR JOISTS @ I G" O/C (SEE PLANS) ABOVE TOP OF SLAB. OCCUPANCY: DE51GN LOADS
10" HEADER LSTA 21 WITH BATT INSULATION SEE PLANS 5. WOOD SILL PLATES TO E1.3E FASTENED TO FOUNDATIONS WITH ANCHOR BOLTS SPACED A MAXIMUM OF 4G" RESIDENTIAL SINGLE FAMILY ROOMS OTHER THAN SLEEPING ROOMS 40 PSF
NAILS TOTAL O.C. FOR ONE STORY FRAMING AND 23" O.C. FOR TWO STORY FRAMING AND 15" O.C. FOR THREE STORY
0 2) 1 Od NAILS TOTAL SILL PLATE TO STUDS FRAMING BOLTS SHALLIDE LOCATED WITHIN 12 INCHES FROM THE ENDS OF EACH PLATE SECTION. BOLTS SLEEPING ROOMS 40 P5F*
12" HEADER LSTA 21 WITH 9 HOLLOW COLUMN SHALL BE AT LEAST V2 IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7 INCHES INTO CONCRETE OR REFERENCE STANDARDS: STAIRS 40 P5F w0• DATE REMARKS
15" MINIMUM INTO CONCRETE BLOCK, A NUT AND 3 INCH SQUARE WASHER SHALL BE TIGHTENED ON EACH
PROPOSES SIMPSON STRONG TIE LSTA 36 INTERNATIONAL RESIDENTIAL CODE OF HANDRAILS 200 #
( 12) 1 Od NAILS TOTAL UPLIFT DETAIL BOLT ID THE PLATE WWAD SILL PLATES SHALL O TREATED LUMBER. NEW YORK STATE, 201 5 EDITION. REVISIONS
LIVING SPACE PLACED FROM EACH STUD TO UNDER G. PROVIDED 2" X 4" KEYWAY ON ALL FOOTINGS TO RECEIVE FOUNDATION. ATTICS 20 PSF
5TU 2 BEARING SILL PLATES, SEE STANDARD AMOEOR CANFOREFRAMEOST AND PAPERASSOCIATIONASSOCIATIONDECKS 40 PSF ROBERT
0 0 0
1„ PLATE WITH NUT CONNECTOR DETAIL#8 M LSC. 2001 EDITION EXTERIOR BALCONY 60 P517GOA QCG�� J. �G1�C�G�IQV�
2 ROD (2)2X6 TREATED SILL PLATE WITH o o PASSENGER VEHICLE GARAGE 50 PSF p no M 2
REQUIRED 1 . PROVIDE A 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER CELLAR CONCRETE SLAB. (OMIT AT GARAGE) CLIMATE: I I SUFFOLK, 13 NASSAU ROOF 45 PSF QtnlClTtl57l5CTs P.C.
SILL SEALER, AND CONTINUOUS COPPER 2. GRADE AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM STRUCTURE AND BLEND INTO DEGREE DAYS: 5750
FOR STU 2 DOUBLE 2X TERMITE SHIELD EXISTING. THE GRADEAWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN DEFLECTION LIMITS: RAFTERS WITH NO BAROUND D SOW LOAD) I I 0 MPH 0 RESIDENTIAL 12 FENIMORE LANE
MINIMUM HEADER THE FIR5T 10 FEET, WHERE APPLICABLE (VERIFY IN FIELD). HUNTINGTON, N.Y. 1 1743
ALTERNATE 3. ALL ITEMS REMOVED IIJI THE COURSE OF CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY WITH FIN15HED CEILING ATTACHED U 180, FLOORS UPLIFT 18. 1 # • COMMERCIAL PHONE: G31- 368 - 4993
OR GIRDER
C II 6 STRAP SILL PLATE TO FOUNDATION THE EXCEPTION OF TH= DEBRIS WHICH SHALL BE CARTED OFF 51TE AND LEGALLY DISPOSED OF. L/360 DEAD LOADS 10 1`517
INBEDDED INTO HOLLOW FIRST FLOOR s 4. AN ACCESS OPENING 118 INCHES BY 24 INCHES MINIMUM SHALL BE PROVIDED TO ALL UNDER FLOOR FAX: 63 1-368-9043
FOUNDATION /8 DIAMETER X 12 LONG ANCHOR BOLTS, • INDUSTRIAL RJCARCHITECT GMAIL.COM
COLLUMN WITH 7 MINIMUM EMBEDMENT INTO CRAWL SPACES.
12" MINIMUM �� � 5. AN ACCESS OPENING 24 INCHES BY 30 INCHES MINIMUM SHALL BE PROVIDED TO ATTIC AREAS INA JowrDEscIZIPT1oN NUMBER OF NAILS NAIL SPACING @
AND WRAP ROOF FRAMING
CONCRETE, 1 5" MINIMUM INTO READILY ACCE55113LE IOCATION.
BEARING ONTO RAFTER TO TOP PLATE(TOE-NAILED) _4-8d PER RAFTER
STUD. AROUND GIRDER THREAD ROD CONCRETE BLOCK, @ 30" O/C MAXIMUM G. STAIRWAYS AND LANDNG5 SHALL HAVE A MINIMUM DIMEN51ON OF 3G INCHES IN THE DIRECTION OF CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST
FOR 1 , 2, AND 3 STORY FRAMING. TRAVEL. STAIRS 5HALL NOT BE LE55 THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE CEILING JOISTS TO PARALLEL RAFTER(FACE NAILED) 4-IGd EACH LAP
WRAF AND NAIL STRAP UP :; `. PERMITTED HANDRAILIEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL BE
STUD TO BOTTOM PLATE FROM UNDER MUD SILL. INSTALL BOLTS AT 12" MAXIMUM FROM MOUNTED AT BETWEEJI 34 AND 3G INCHES HEIGHT; MAXIMUM RISER HEIGHT SHALL BE 8 -1/4 INCHES; CEILINGJ015T LAPS OVER PARTITIONS(FACE-NAILED) 4-1 Gd EACH LAP
MAXIMUM TREAD DEP-IH SHALL BE 9 INCHES COLLAR TIES TO RAFTER(FACE-NAILED) 3-ba PER TIE
4 ` "t ::: .~ ' "..: CORNERS. 3" LP5 5/8" WASHERS, TYPICAL. ECEIV.�g�
SLAB ON GRADE SIMPSON ; ; ;;:., 8 MIN, 7. PROVIDE 45 MINUTE `IRE RATED INSULATED DOOR ASSEMBLY WITH A SELF-CLOSING DEVICE BETWEEN BLOCKING TO RAFTER 2-8d EACH END ?�a
CNW/TRANSITION HOOK BOLT =' ALL GARAGE AREAS AND LIVING SPACE. RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END '
LSTA24. STRAP AT EACH COUPLER NUT CRAWL SPACE/ :::;.::. GRADE 8. PROVIDE (1) LAYER 5/Y' TYPE "X" GYPSUM WALL BOARD ON ALL WALLS AND CEILINGS AT GARAGE WITH WALL FRAMING ' � 2016
EMBEDDED INTO - �:.••'•'''j: '
STUD, WRAP UNDER MUD FOUNDATION 7" MINIMUM CELLAE ; :�� ;; = LIVING SPACE BEYOND TO ALL CODE REQUIREMENTS, TYPICAL. TOP PLATE TO TOP PLATE(TOS-NAILED) 2-IGa PER FOOT xON1
'` � I-111-I FOUNDATION CONSTRUCTION 9• ALL BUILDINGS LOCAT=:D IN WIND BORNE DEBRIS REGIONS SHALL BE PROVIDED WITH WOOD TOP PIATESATINTEPSECTIONS(FACE-NAILED) 4-IGd JOINTS-EACH SIDE uBOAk � A �AL�
- 1 STRUCTURAL PANELS TO COVER WINDOW OPENINGS. PANELS SHALL BE PRE -CUT TO COVER THE STUD TO STUD(FACE NAILED) 2-1 Gd 24"0/C
SILL AND N Ai L. I I I Od X I (SEE PLAtJS) •''. 111=i
( ) 2 I' DAMPROOFING OVER WALL GLAZED OPENING WITtI ATTACHMENT HARDWARE PROVIDED. PANELS TO BE IN MINIMUM ACCORDANCE HEADER TOrIEADER(FACE-NAILED) IGa IG"O/C ALONG EDGES
�•':� I WITH TABLE R301 .2.1.2 OF THE RCNYS. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-IGd PER 2X4 STUD
NAILS TOTAL °%' ' '� 8" MINIMUM CAST IN PLACE CONCRETE 10. ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS PER SECTION R308. 1 OF THE RCNY5 5HALL BE
1211 I Q PROVIDED WITH THE NIANUFACTURE5 LABEL, DESIGNATING THE TYPE AND THICKNESS OF THE GLA55 3-IGd PER 2XG STUD PROPOSED GARAGE
FOUNDATION WALL (SEE PLANS) 4-IGd PER 2X8 STUD
- AND THE SAFETY STANDARD WITH WHICH IT COMPLIES.
5 MINIMUM 8" X 16" MINIMUM CAST IN PLACE I I . ALL SKYLIGHTS SHALL BE EITHER LAMINATED SAFETY GLASS, FULLY TEMPERED GLASS, OR APPROVED 2-IGd PER FOOT REPAIRS TO THE:
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST,ENDJOFT OR BLOCKING 2-1 Gd PER FOOT
r: CONCRETE FOOTING WITH 2X4 RIGID PLASTICS.
' ' •,'.s 3'-O" MIN.
12, VINYL 51DING SHALL EE A MINIMUM OF .035 INCHES THICK AND FASTENED WITH , 1 20 X 1-1/2" NAILS FLOOR FRAMING
CONTINUOUS KEY, ON VIRGIN JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 2-8d EACH JOIST
DIRECTLY INTO STUDS
UNDISTURBED 501L.(5EE PLANS). 13. FLOOR SHEATHING SHALL BE 3/4"THICK UNLESS OTHERWISE NOTED. BRIDGINGToJOIST((TOENAJLED 2-1C EACH JOIST McDOWELL RESIDENCE
° } 14. ARCHITECTS 51TE PLM 15 ONLY SCHEMATIC, ALL INFORMATION 15 AS INDICATED ON OWNERS SURVEY BLOCKING TO JOIST(TOE NAILED) 3-16d EACH BLOCK
AND SHALL PREVAIL. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-1 Gd EACH JOIST
°
° •.'• y CRAWL / CELLAR SPACE 15. WOOD SHIMMING I5 STRICTLY PROHIBITED. USE STEEL AND/OR NON-SHRINK GROUT ONLY. LEDGER STRIP TO BEAM(TOE-NAILED) 3-8d PERJ015T
JOIST ON LEDGER TO BEAM
�° . ' •'..v ? +« i. • �'•. <•"+f�"'•' '•4..•�,•:j•.Y'
� :':. •.• TO
_ 3-IGd PER JOIST
CONTINUOUS (2) #4 REINFORCING BANDJ015TTOJOIST(END NAILID)
2-IGd PER FOOT I g0 STROHSON RD.
3" :' " ' BARS MINIMUM IN BOTTOM OF FOOTING, STRUCTURE BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-IGd PER FOOT
L55U28 AT �`S'`�� '' ROOF SHEATHING
FI R.ST FLOOR CORNER -l- ::. : ', 1 . ALL LUMBER TO BE DOUGA5. FIR, HEM FIR, OR WESTERN HEMLOCK. CONSTRUCTION GRADE NO. 2 Fb= 850 STRUCTURAL PANELS 8d G"O/C @ EDGE CUTCHOGU E, N .Y.
CATHEDRAL `�'�
CEILINGS P05T HOLDODWN T 3" MINIMUM SCREED COAT OF MINIMUM UNLESS O-HERWI5E SPECIFIED.
u I"XG" OR I'�X8" 3-8d 12'O/C @FIELD
3 CONCRETE FOR CRAWL SPACE, 5" SAB 2. ALL STRUCTURAL 5TE=L TO BE ASTM A3G DETAILED, FABRICATED, AND ERECTED AS PER AI5C. 1"x10"OR WIDER 3-IGd 4" O/C RAKES
51NAF SON H DU4 SHEAR AT CELLAR WITH 6X6 #10-I 0 W.W.M. 3. FOR CANTILEVERED FLOOR SECTIONS SOLD BLOCKING SHALL BE PROVIDED AT THE CANTILEVER SUPPORT. @ TITLE SHEET
4. ALL BRIDGING TO BE [ITHER SOLD OR 18 GAGE CR055 BRIDGING NOT TO EXCEED 8'-0" O.C. MAX. CEILING SHEATHING
RAFTER TO RIDGE WALL HOLD DOWN AS 6 MIL. MINIMUM VAPOR BARRIER (6 MIL 5. ALL HEADERS TO BE P-) 2"x8" UNLESS OTHERWISE SPECIFIED. GYPSUM WALLBOARD I 5a 7 EDGE/ 10" FIELD
MINIMUM AT CELLAR) G. PROVIDE DOUBLE HE/DERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS WALL SHEATHING DATE DRAWING NO.
SIMPSON L5TA30, CS 20 REQUIRED BY LOADS, AND PARTITIONS RUNJING PARALLEL TO SAME; IF JOISTS ARE SEPARATED FOR PIPING, BLOCK SOLID 4 STRUCTURAL PANELS Sa G"O/C @ EDGE, 12" FIELD -
STAN DARD WALL TIE LOAD 'ATH DETAIL FOOT O.C. MAXIMUM FIBERBOARD PANELS G"O/C @ EDGE, 12" FIELD , -'r -+ --
GA. COIL, AT EACH RAFTER. LOCATION, ETC., TYPICAL. 7. DOUBLE ALL JOISTS LNDER ALL PARALLEL PARTITIONS, UNDER ALL BATHROOMS, AND KITCHEN, AND 7/!G~ Gd 3" EDGE/G" FIELD
( ! 4) 1 Od NAILS TOTAL USE (32) 1 Gd "SINKERS". AROUND ALL OPENINGS. 25/32" 8d 3- EDGE/G" FIELD SCALE
8. ALL STRUCTURAL WOAD TO BE KEPT 2" BACK FROM CHIMNEY. GYPSUM WALLBOARD 5d 7" EDGE/ 10" FIELD
9. FOUNDATION WALLS 10 BE ADEQUATELY BRACED AS REQUIRED UNTIL SUPPORTING FLOORS ARE IN PACE HARDBOARD ba G"O/C @ EDGE, 12" FIELD A
NOTE: INSTALL ALL ANCHORS, CONNECTORS, STRAPPING AND NAILING PREFERRED METHOD,5ET ALL FLOOR JOISTS PRIOR TO BACKFILLING. PARTICLEBOARD PANELS 8d G"O/C @ EDGE, 12- FIELD
TO ALL CODE REQUIREMENTS, TYPICAL. ALL LOAD PATHS ARE FROM FOUNDATION TO ROOF, AND ARE CONTINUOUS AT EVERY WALL STUD. 10. PORMWORKTO REMAIN IN PLACE FORA MINIMUM OF SEVEN DAYS AFTER POUR OR WHEN CERTIFIED. I"XG"OR I"X8"TRIM 2-8d PER SUPPORT DRAWN OF
SCHEMATIC DIAGRAM ONLY - SEE SECTION, NOTES AND/OR DETAILS. 1 1 . ALL STEEL FLITCH PLATES TO BE THRU BOLTED WITH �" MINIMUM DIAMETER STEEL BOLTS @ I G" I"XIO"ORU/IDERTRJM 3-8d PER SUPPORT
O.C. MAXIMUM, 5TA;GERED, TOP AND BOTTOM OF GIRDER.
CONTINUOU5 LOAD FATH D DETAIL5 N .T. 5 .
12. INSTALL APPROVED FIFE BLOCKING AT ALL FLOORS, ALL LOCATIONS, AS PER ALL CODE REQUIREMENTS. STRUCTURAL PANES FLOOK SHEATHING
13. ALL LUMBER IN CONT/GT WITH CONCRETE, MASONRY, OR GROUND, SHALL BE ACQ TREATED.
1" OR LESS 8d G" EDGE// 12" FIELD CONT. NO.
GREATER THAN I" I Od G" EDGE/G" FIELD
tR�k&
GENERAL NOTES
IT IS THE INTENTION OF THE DRAWING(5)TO PROVIDE FOR
THE CONSTRUCTION TO A RESIDENCE, INCLUDING EVERY ITEM
SHOWN OR REASONABLY IMPLIED OR REQUIRED TO
COMPLETE THIS WORK. THE ARCHITECT ALLOWS ONE
STRUCTURE TO BE BUILT WITH THIS SET OF PLANS, WITH ONE
BUILDING PERMIT. THE ARCHITECT SHALL NOT BE
2 RESPONSIBLE FOR ADDITIONAL STRUCTURE BUILT USING
i' THESE PLANS
i
ALL CONSTRUCTION SHALL COMPLY WITH THE RULES AND
i' REGULATIONS OF THE--'L0115 ZMTE"AlrlvWM- P.f- +tDC lr+w-
—Ga D E OF N.Y. ENERGY CONSERVATION AND
CONSTRUCTION CODE AND ALL OTHER AGENCIES HAVING
I JURISDICTION OVER THE WORK FOR THE PROJECT. THIS
SHALL NOT 13E
I
REQUIREMENTS OKTHD ON THE DRAWINGS MAY BE
rF i .
---- ------Q=-----•--_--- , MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE
CODE REQUIREMENTS OR BECAUSE THEY ARE NOT
_ _ 3 SPECIFICALLY REQUIRED BY CODE.
THE CONTRACTOR(5)SHALL BE HELD TO HAVE VISITED THE
51TE 50 THAT HE MAY DETERMINE THE DIFFICULTIES HE MAY
ROOF CONSTRUCTION NOTES ENCOUNTER DURING CONSTRUCTION.
INSTALL NEW CONTINUOUS RIDGE VENT.
ALT OR FIBERGLAS ROOF SHINGLE SYSTEM. L—,
NEW"5 PART" ASPH CONTRACTOR(5) SHALL FIELD VERIFY ALL CONDITIONS
_ 30# BUILDING FELT r—tCOVERIEFFECTING THE STRUCTURAL
-- ------- - A I ALL DIMENSIONS TO INSURE THE PROPER STRENGTH, IT.
IN
_______...___.._.___._._____. _ .,.._ • 11/z" EXTERIOR GRADE PLYWOOD. -- �'�
_._. _ _----__._.. ._ -._._____. ,...._...,._....__.-_.__._ .win. __.� �T �� - - -- - $ FOR CONNECTION DETAILS `� _ ' AND LOCATION OF THE STRUCTURAL WORK.
{� _ / 2 2 X 10 RIDGE.
-' �' DO NOT SCALE THESE DRAWINGS. UTILIZE FIELD DIMENSIONS
- -_+_ � - Y ,�.,' .-... . 2 X 8 ROOF RAFTERS @ I G" O/C CEILING JOISTS @ I G' O/C. I IN COORDINATION WITH PLAN DIMENSIONS.
3 X 8 MINIMUM COLLAR TIES @ 5'-0' O/C MAXIMUM WELL SPIKED ,m
AND THRU BOLTED TO RAFTERS WITH (2) 5/8 SIMILAR BOLTS, x I j CONTRACTOR(S) SHALL PROVIDE ALL NECESSARY SUPPORT,
_ .... ..... .___.__ _ TYPICAL.
,� � BRACING, SHORING, ETC. (TEMPORARY OR PERMANENT)AS
- REQUIRED FOR HE SAFE AND PROPER CONSTRUCTION OF
� THIS PROJECT
E X I S I N G IF, IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS
WHICH DISAGREES WITH THAT INDICATED ON THESE PLANS,
-------WALL CONSTRUCTION NOTES ,Q THE CONTRACTOR(5)SHALL STOP WORK AND NOTIFY THE
I GARAGE EXISTING 2 X 4 STUDS @ I G" O/C MAXIMUM -VERIFY IN FIELD, ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE
-_
_} Q INSTALL NEW AS REQUIRED. REPAIR, REPLACE ANY ROTTED OR AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL
DETERIORATED WOOD MEMBERS AS REQUIRED, TYPICAL. f RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
1
• 11/z" SHEATHING, REPAIR/REPLACE AS REQUIRED. THE CONTRACTORS) SHALL OBTAIN AND PAY FOR ALL
I 30# BUILDING FELT. r-
E
NEW WOOD SIDING SYSTEM TO MATCH EXISTING HOUSE- REQUIRED TESTS, PERMITS, SURVEYS AND REPORTS ETC. AS
_ " • '
COORDINATE WITH OWNERS, TYPICAL. - { REQUIRED. s'
E X I S 1 ING S L A IO �� PA D E ALL STORM WATER FROM ROOF TO BE DISPOSED OF IN THE
--�—--- -M- - -®— PROPER MANNER AS REQUIRED BY LOCAL CODES.
j
I ALL MATERIALS INCORPORATED IN THE WORK SHALL BE NEW,
1 EXCEPT AS NOTED. ALL MATERIAL5 TO BE INSTALLED AS PER
1 MANUFACTURER'S SPECIFICATIONS.
THE CONTRACTOR(5)SHALL MAKE ARRANGEMENTS WITH THE
OWNER TO DESIGN, PROVIDE AND INSTALL ALL MECHANICAL
WORK, ELECTRICAL WORK AND FIXTURES, ALL PLUMBING
WORK AND FIXTURES,ALL 51TE WORK AND IMPROVEMENTS,
AND ALL MATERIALS AND FINISHES WHICH ARE NOT
OTHERWISE INDICATED ON THE DRAWINGS; AND AS
REQUIRED BY APPLICABLE CODES AND THE OWNER'S
REQUIREMENTS.
ALL ELECTRICAL WORK TO CONFORM TO ALL LOCAL CODES, $
THE IQTFCAATI-A4-ELEC•CODE AND THE UNDERWRITERS
i LABRATORY REQUIREMENTS. ALL WIRING TO BE COPPER.
501L BEARING CAPACITY A55UMED AT I V2 TONS/S.F. ALL
FOOTINGS TO REST ON VIRGIN SOIL.
Rt
rtIIIIIIIIIII Pt
n 1_O1-011411 — I -011 _ ALL CONCRETE MINIMUM COMPRESSIVE STRENGTH SHALL
— 1
0 G M &A COMPLY WITH 114E2-01S2Rc,2FQU�+2Er+Filtc_SEE DRAWING
X4
A-I FOR REQUIREMENTS
z
3
R E �' !� R '(��1 1_s R l��°.1 I N C� f i-_� F C� �'�. E L E VA T I C� P'I ��I (� t �_ P.5,1. MINIMUM.
S ALL STEEL TO BE DOMESTIC ASTM A36 PAINTED, 1`13=22,000
ALL LUMBER SHALL BE DOUGLAS FIR, HEM FIR OR WESTERN
HEMLOCK, SIZE AND SPACING AS PER PLANS, FB=850
;. +� MINIMUM.
z4
X I 11, /, I SMOKE DETECTORS AND OTHER FIRE SAFETY EQUIPMENT
SHALL BE INSTALLED AS REQUIRED BY ALL APPLICABLE
3� CODES.
6-0 18 - 4 ± 6-0
,r
7
I � I ( )
4 NO. DATE REMARKS
----- ---- - _ REVISIONS
2 -2)(8 GD)0 o IE Ro T Jo C,"�IF.Mon HAC K
I a! D D
FI RST FLOOR PLAN NOTES W D H H D R � AGIC��Ip` EC�TI�, poC�o
2432l
OD \ W DFI • RE51DENTIAL 12 FENIMORE LANE
I . EXISTING 2 X 4 MINIMUM STUDS @ I G" O/C MAXIMUM — 4 EX 1 S T ING X 4 - --32 HUNTINGTON,
N.Y. I 1743 ,
N • COMMERCIAL PHONE: G31- 368 - 4993
VERIFY IN FIELD, INSTALL NEW AS REQUIRED.
_ FAX: 631-368-9043
1 GA RAC: 1� � � I • INDU5TRIAL RJCARCHITECT@HOTMAiL.COM
2. EXISTING ROOF TO 5E REMOVED — INSTALL NEW _...._n.. 't I
O CONTINUOUS 2 X 4 TOP/ LEVELING PLATE(S) AND INSTALL A-1 Lt
„ NEW ROOF RAFTERS, TO ALL 2015 IRC REQUIREMENTS, rn
TYPICAL. '' I
6 1 C Ed 2 10_ _— R I D G E , .. __.._ __.._ _.__. . _ C
ry RECEIVED
1 � `f
( 3. ! REMOVE EXISTING GARAGE DOOR(S) - INSTALL NEW DOORS) I ,�
�/ IN EXISTING OR MODIFIED OPENINGS,
II QVr0201;
O4. INSTALL NEW WINDOW (OR DOOR) OPENING IN EXISTING x 1 c
W D H I - ` NTNG ARD OF APPEAL.
WALL, IN NEW FRAMED OPENING, INSTALL NEW HEADER AS W Cl I i I f!I
SHOWN ON PLAN. INSTALL ALL STRAPPING, NAILING, ETC. TO Z 4 3 - i w D - `
ALL CODE REQUIREMENTS, TYPICAL. 2432
� PROPOSED GARAGE
NEW 3 X 8 MINIMUM COLLAR TIES AT 5'-0" O/C MAXIMUM - g LLI
// z 1 REPNR5 TO 7[t=: .
INSTALL ADDITIONAL RAFTERS, ETC. TO PROVIDE ALL TIES @ � Z `2 x I
5'-0" O/C AS REQUIRED. THRU BOLT TIES TO RAFTERS WITH
2 - 5/8" DIAMETER BOLTS, TYPICAL.
H DRQ. �
O
SEAL IOPENIING OTO MATC O EXISTO�E REMOVED - PATCH, Q �._._........_.__.....-._._�_ �-4.._. .._.�_. �"'` ..,_�. .-.,..��_ ..w.-._ :,....�.---_-_ :-- -- -------�
NG McDOWELL RE51 DENCE
Y, 7 DG ORS
7O INSTALL NEW APPROVED CORNER SHEAR WALL HOLD DOWN
a CONNECTORS AT ALL 4 EXISTING CORNERS AND AT ALL NEW 7 3� (� 180 5TROM50N RD
OR EXISTING GARAGE DOOR OPENINGS. CUTCI-I OGU E, N.Y.
a << +
-
8. EXISTING 2 - 2 X 10 HEADER MINIMUM - VERIFY IN FIELD. _._ — -0 1 o- .z ± 10 2'+'' r-0
- - -•,-..-----_-. -----_--- — -- ------ FIRST FLOOR PLAN, REAR ELEVATION,
O INSTALL NEW 2 - 9 1/2;" LVL HEADER ON 2 JACK STUDS AND 5ECTION
2 KING 5TUD5 MINIMUM -TYPICAL. , +
O EXISTING GARAGE APRON -ALTER/ REPAIR/ REPLACE AS -- _ _.._.-. __ _�.__�._ _____. _..___..
__ __---___ _____.__.-___.____.___._..--_------�__..____ DATE DRAWING NO.
REQUIRED. COORDINATE ALL WORK WITH OWNERS, TYPICAL.
SCALE
10. NEW 70 HIGH X 80 WIDE INSWING FRENCH DOORS (OR0 V
_ /�" ) 'pQ A 2
SIDING) DOORS IN EXISTING NEW OPENINGS. X411 _ 1 1_011
F L L Mk
DN OF 3
CONT. NO.
,
I
THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE
ACTS AND OMISSIONS OF ANY CONTRACTOR, ANY
SUB-CONTRACTOR, OR ANY OF THE CONTRACTOR'S
OR SUB-CONTRACTOR'S AGENTS OR EMPLOYEES OR
ANY PERSON PERFORMING THE WORK.
NO RESPONSIBILITIES ARE ASSUMED FOR THE
POSSIBLE EXISTENCE OF ANY SUB-SURFACE UTILITIES
OR CONDITIONS NOT SHOWN HEREIN. NO WARRANTY
15 MADE TO THE ACCURACY OF ANY CONDITIONS OR
UTILITY LINES SHOWN ON THE PLANS.
THE ARCHITECT A55UME5 NO RE5PON5ABILITY FOR
THE CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS
AND PROGRAMS IN CONNECTION WITH THE WORK. THE
ARCHITECT HAS NOT BEEN RETAINED FOR SITE
SUPERVISION, INSPECTION OR ADMINISTRATION FOR
THI5 PROJECT.
THE WORK SHALL CONFORM WITH ALL APPLICABLE
-- --' REQUIREMENTS OF THE14015 TtJTr-"A--rlVWXL
- 72:Fil:0flFNri&L Co DEI, ALL STANDARDS,
_....._...... REQUIREMENT5, AND RECOMMENDATIONS OF OTHER
PUBLIC OR PRIVATE AGENCIES HAVING JURISDICTION.
ALL WORK SHALL CONFORM WITH INDUSTRY
___ ......-.. _...___ ..._. .. .. ... .._..,_r. . .__._.....�.�._�__...�._.__._.�._._._.._ _.___.,_.....-_....-_._...__.-- STANDARDS GENERALLY USED TO CONTROL AND
_ _.,...._ _ - .. . ......._...m... ..__..,,.....w....�.- ... ..... " .. . . .GOVERN SUCH WOR
K
13Y ACCEPTANCE AND OR USE Of THESE DOCUMENTS,.r. •,,,'� .___...... _-,.__...._.-.m,..,......__�.._.,...r....._. .-............... . AND PLANS THE USER AGREES TO
aw .,.. .r`.::..,, a w_ _.._-^_.,_. . .. HARMLESS, AND TO PROVIDE DEFENSE ONIBE ALLF OF
THE ARCHITECT FROM ANY AND ALL CLAIMS AND
LITIGATION WHICH MAY RESULT FROM THE USE
THEREOF.
UNAUTHORIZED ALTERATION OR ADDITIONS TO THIS
i PLAN 15 A VIOLATION OF SECTION 7209 OF THE NEW
YORK STATE EDUCATION LAW.
-- 5 COPIES OF THE PLAN NOT BEARING THE
PROFESSIONAL ARCHITECT'S INKED OR EMBOSSED
SEAL, 15 NOT A VALID OR TRUE COPY AND SHALL NOT
BE USED.
NO OVERSIGHT, ERROR, OR OMISSION ON THE PART
GRADE OF THE ARCHITECT OR HI5 REPRESENTATIVE SHALL
LEGALIZE THE ERECTING, CONSTRUCTION, ALTERATION,
REMOVAL, USE OR OCCUPANCY OF A STRUCTURE
THAT DOES NOT CONFORM TO THE PROVISIONS OF
THE BUILDING CODE AND OR THE BUILDING ZONE
ORDINANCES.
NO NOTE OR DETAIL OR LACK THEREOF SHALL BE
CONSTRUED AS RELIEVING THE CONTRACTOR FROM
THE ERECTION OF ALL WORK IN ACCORDANCE WITH
ALL STATE AND OR LOCAL CODES.
THE HOMEOWNER AND/OR THE CONTRACTOR 15
RESPONSIBLE FOR ALL REQUIRED PERMITS AND
INSPECTIONS DURING THE COURSE OF
CONSTRUCTION. ARCHITECT 15 NOT RESPONSIBLE FOR
CERTIFYING ANY PART OF THE CONSTRUCTION FROM
WHICH WORK 15 COMPLETED.
Y4 Y4
= I ��� VROMFIlur trim- LEEVA7""o Gm
NO. DATE REMARKS
REVISIONS
GAO D IERT Jo C M llERI1VM
ACK
ELEVATION NOTE5 ARCH r[Ear, P.C.
• RESIDENTIAL 12 FENIMORE LANE
`�-
IO. NEW CONTINUOUS RIDGE VENT. HUNTINGTON, N.Y. 11743
• COMMERCIAL PHONE: G3 I- 368 - 4993
O NEW PRE - FABRICATED CUPOLA - STRAP ALL
FAX: G3 1 -3G8-9043
CORNERS TO RAFTERS. • INDUSTRIAL RJCARChITECT@'cMAiL.COM
L) NEW "5 PART" ASPHALT OR FIBERGLASS ROOF
SHINGLE SYSTEM. COORDINATE MAKE, MODEL,
------ -- --- COLOR, ETC, WITH OWNERS, TYPICAL. °J � C�
40 NEW CONTINUOUS PVC OR VINYL CROWN MOLDING a § 101
-" ON CONTINUOUS I X G AZEK RAKE BOARD AND 5/4 X
NG ')ARD OF APPEAL,
10 TRIM BOARD AND I X 12 SOLID SOFFITS AT 12"
• =.. `�- FLYING GABLE END, TYPICAL.
REMOVE EXISTING WOOD SIDING, REPAIR/ REPLACE PROPOSED GARAGE
EXISTING SHEATHING AS REQUIRED - INSTALL NEW .
WOOD SIDING SYSTEM TO MATCH EXISTING HOUSE, REF _AI R5 TO I tl E:
ON NEW 30# BUILDING FELT.
- - O NEW 5/4" X G" AZEK TRIM WITH ARCHED TRIM CAP McDOWELL RE51 DENCE
I AND SOLID AZEK FIELD, AZEK MOLDING WITHIN TRIM
.��. .M..,,,.�.._....�.�.. .�.�,......�.._._.._ ,
CAP. COORDINATE ALL MATERIALS, DETAILS, DESIGN,
COLORS, FINISHES, ETC. WITH OWNERS, TYPICAL.
G RADE
7O. NEW DECORATIVE EXTERIOR WALL LIGHTS. 180 5TROH50N RD
CUTCHOGUE, N.Y.
-ORIGINAL � � 1 (`-�`' � 8U NEW CONTINUOUS ALUMINUM GUTTERS AND LEADERS LEFT ELEVATION, FRONT ELEVATION,
TO PLASTIC SPLASH BLOCKS. RIGHT ELEVATION
O NEW CONTINUOUS VENTED VINYL BEADED SOFFIT, DATE DRAWING NO.
TYPICAL.
NEW CONTINUOUS 5/4 X G AZEK BASE MOLDING. SCALE
I1-14 4=-I e::, ' A 3
R U C'u" V
STROI`--ISO N ROAD V I EV' ' Y4.. = I '-o" D fR N 0E
CONT. NO.