HomeMy WebLinkAbout44667-Z j
�o�gUFFO�' co�y Town of Southold 10/11/2020
0
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41521 Date: 10/11/2020
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 840 Marlene Ln, Laurel
SCTM#: 473889 See/Block/Lot: 143.-2-20.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore - filed in this office dated
8/20/2019 pursuant to which Building Permit No. 44667 dated 2/5/2020
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:
roof addition over existing patio as applied for per ZBA#7354, dated 11/21/2019.
The certificate is issued to Wood,Gregory&Barbara
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44667 10/1/2020
PLUMBERS CERTIFICATION DATED
0 (7
d ignature
�o�SUFEnt�coTOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 44667 Date: 2/5/2020
Permission is hereby granted to:
Wood , Gregory & Barbara
181 Bellmore St
Floral Park, NY 11001
To: construct roof addition over existing patio as applied for per ZBA approval.
At premises located at:
840 Marlene Ln, Laurel
SCTM # 473889
Sec/Block/Lot# 143.-2-20.1
Pursuant to application dated 1/28/2020 and approved by the Building Inspector.
To expire on 8/6/2021.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $346.40
CO -ADDITION TO DWELLING $50.00
Total: $396.40
for
Form No.6
= TOWN OF SOUTHOLD
- BUILDING DEPARTMENT
JAN 2 2020 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$1-5.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: ( n4u w ri k (AM m4f�tlh k
House No. Street Hamlet
Owner or Owners of Property:���� (j � r,�, WOM
Suffolk County Tax Map No 1000, Section �, Block Lot
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: $ 50
Applicant Signature
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
residing at Voc5k ��av�cx2
(Priv ope4 owner's name) (Mailing Address)
-Hoy,0 ` �► U>✓ ICS, NJ do hereby authorize AMP Architecture
(Agent)
to apply on my behalf to the
Southold Building Department.
(Ownd' Signature) I(DA)
rintOwner's Name)
®�*OF SOUP®l
Town Hall Annex ~ ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 • �o� sean.devlinC-town.southold.ny.us
OWN,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Gregory Wood
Address: 840 Marlene Ln city,Laurel st: NY zip: 11948
Building Permit#• 44667 Section. 143 Block: 2 Lot. 20.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: TBest Electric License No: 49446ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition X Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 4'LED Exit Fixtures 11 Pump
Other Equipment: Remote Skylights-4,
Notes. AS BUILT, NO VISUAL DEFECTS " Addition/ Extended Roof on Rear Exterior Porch
'
Inspector Signature: ,c� Date: October 1, 2020
S Devlin-Cert Electrical Compliance Form As
\qq�
l!�� �of SO # TOWN OF SOUTHOLD BUILDING DEPT.
`ycou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] RO H PLBG.
[ ] FOUNDATION 2ND [ ] . SULATIOWCAULKING
[ ] FRAMING/STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]° FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION
REMARKS: / Pi
t
DATE q X _,kD INSPECTOR
�O��pF SOUTy�� H 4 667 e LiO N&Ile-AC Ll
# # TOWN OF SOUTHOLD BUILDING DEPT.
°ycoo�m ' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ]
FRAMING/STRAPPING " [ ] FINAL .
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION 141 PRE C/O
REMARKS: A j2tl � lcve PoLcA
DATE INSPECTOR
ARCHFIEChRE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
Brooklyn Office:204 25"St,Suite 203,Brooklyn,NY 11232
Laurel Office:1075 Franklinville Rd,Laurel NY 11948
Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741
RE:840 Marlene Lane
Mattituck, NY 11952
SCTM: 1000-143-2-20.1
To Town of Southold Building Department:
I conducted a site visit at 840 Marlene Lane, Mattituck,NY to inspect the framing. Based on my
inspection the framing was completed to meet NYS Building Code and the architectural plans. Please
feel free to contact my office if you have any questions.
Sincere ,
Anthony Portillo, RA, LEED AP
D ARC
'��
\� M. Po
O
N
03740b y4�
F4F N��
FIELD INSPECTION REPORT + -DATE COMMENTS
FOUNDATION (1ST)
FOUNDATION (2ND)
C�3 o
ROUGH FRAMING&
PLUMBING 4
' � P
INSULATION PER N,Y. y
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
°l l�40
V-C Q fC --#-0 76
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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. Check '
Septic Form
'N.Y.S.D.E.C.
Trustees
t °'�!t C.O.Application
d !' 1 Flood Permit
Examined „20 tir, �' �'`j�' Single&Separate
2019 Truss Identification Form
puG Storm-Water Assessment Form
'La Contact:
Approved 5 -20,!a_U �� 4, W Mail to:AMP Architecture
Disapproved a/c
.L �na� 1075 Franklinville Road, Laurel 11948
��;� ,
Phone:631-834-5238-
Expiration 2
`'u�•' r r_•` �i - .." - _ / _ _ -
t Bui Ins r
� _ 2020 APPLICATION FOR BUILDING PERMIT i J
Date August 20 2019
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
-- - b.-Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for-inspection throughout the work. _
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire-if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such;date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required. ;
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New'York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations-,and to admit
authorized inspectors on premises and in building for necessary inspections.
Signature of applicant or name,if a corporation)
1075 Franklinville Road, Laurel, NY 11948 •-,
(Mailing address of applicant) ;
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Architect
Name of owner of premises Gregory&Barbara wood
(As on the lax 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. r E
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
840 Marlene Lane Mattituck
House Number Street Hamlet
County Tax Map No. 1000 'Section'143 Block2 Lot20.1'
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 Residential Sing a Family
b. Intended use and occupancy Residential Single Family
3. Nature of work(check which applicable):New B 1�ilding Addition x Alteration
Repair - Removal Demolition Other Work
(Description)
4. Estimated Cost$10,000 I Fee
(To be paid bn filing this application)
5. If dwelling,number of dwelling units 1 I Number•of dwelling units o&6ach floor 1
If garage, number of cars 2
6. If business, commercial or mixed occupancy, spel ify-nature arid,extent of each type of use.
' any: I Depth7. Dimerisionsof existing structures, if Front Rear
Height Number of Stores
Dimensions of same structure with alterations or additions: Front Rear.
DepthAt,snA0 „V' Height Number of Stories 1
ANreNew Roof Cover over existing bluestone patio8. Dimensio new construction: Front 30.7' Rear Depth
Height 10'-0” Number of Sfories
9. Size of lot: Front 150' Rear 150' Depth 145'
10. Date of Purchase Name of ormer Owner
11. Zone or use district in which premises are situated R-40
12.Does proposed construction violate an zoning 1 Iw, ordinance or regulation?YES X NO
p p Y g 1� ,
z
13. Will lot be re-graded?YES NO X Will e cess fill be removed from premises?YES NO
14.Names of Owner of premises wood Address 840 Marlene Lane Phone No.
Name of Architect A. Portillo I Address 1075 Franklinville Road Phone No 516-214-0160,,
Name of Contractor I Address Phone No.
15 a. Is this property within 100 feet of a tidal wetlapd.or a freshwater wetland? *YES NO X
* 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 X
* 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 re pect to this property? * YES NO X
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS: _
COUNTY OFS)F70t
Brooke Epperson(AMP Architecture) being,duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named
(S)He is the Agent
(Contractor,Agent,Coorate Officer,etc.)
of said owner or owners,and is duly authorized to perfo or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
o� �h day of A I A C1 LI + 20C1
TRAISE
Notary Publ' DW�YER i ature of A lie
NOTARY PUBLIC,STATE OF NEW YORK pp NO.01 DW6306900
QUALIFIED IN SUFFOLk COUNTY
COMMISSION EXPIRES J61 NE 30,2aa_o�_
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: September 3, 2019
TO: AMP Architecture(Wood)
1075 Franklinville Road
Laurel,NY 11948
Please take notice that your application dated August 20, 2019:
For permit to construct patio roof at:
Location of property: 840 Marlene Lane,Laurel,NY
County Tax Map No. 1000—Section 143 Block 2 Lot 20.1
Is returned herewith and disapproved on the following grounds:
The proposed construction,on a non-conforming 21,750 square foot lot in the Residential R-40
District, is not permitted pursuant to Article XXIII Section 280-124,which states lots measuring
20,000-39,999 square feet in total size require a rear yard setback of 50 feet and maximum lot
coverage of 20%.
The rear yard setback is 39.2 feet and the lot coverage is 21.8%.
/ I
Authorized S g a ur
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.
j _ V
BOARD MEMBERS ��OF soyo Southold Town Hall
Leslie Kanes Weisman,Chairperson 53095 Main Road -P.O.Box 1179
Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes �Q Town Annex/First Floor,
Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue)
Nicholas Planamento yIrouN�,� Southold,NY 11971
http://southoldtownny.gov RECEIVED
VJ-tL ZONING BOARD OF APPEALS lo:59 Awl
TOWN OF SOUTHOLD NOV 2 6 2019
Tel.(631)765-1809-Fax(631)765-9064 L�
FINDINGS, DELIBERATIONS AND DETERMIN ahold Town Clerk
MEETING OF NOVEMBER 21, 2019
ZBA FILE: 7354
NAME OF APPLICANT: Gregory & Barbara Wood
PROPERTY LOCATION: 840 Marlene Lane,Mattituck,NY SCTM No. 1000-143-2-20.1
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk
County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The subject property is a 21,750 sq. ft. parcel located in an R-40 Zoning
District. The property faces Marlene Lane with a frontage of 150.00 feet.,then the southern property line runs west
145.00 feet,the rear property line runs north for 150.00 feet before it returns to Marlene Lane for 145.00 feet of the
northern property line. The property is improved with a two-story dwelling with an accessory in-ground swimming
pool as shown on survey prepared by John T.Metzger,L.S., last revised September 16,2007.
BASIS OF-APPLICATION: Request for Variances from Article XXIII, Section 280-124; and the Building
Inspector's September 3, 2019 Notice of Disapproval based on an application for a permit to construct a patio roof;
at 1) located less than the code required rear yard setback of 50 feet; 2)more than the code permitted maximum lot
coverage of 20%; located at 840 Marlene Drive, Mattituck,NY. SCTM No. 1000-143-2-20.1.
RELIEF REQUESTED: The applicant requests variances to construct an unenclosed 11' 9"x 307"roof structure
over an existing patio with a rear yard setback of 39.2 feet instead of the code required minimum of 50 feet and to
increase the lot coverage'from the maximum 20% permitted by code to 21. 8%.
ADDITIONAL INFORMATION: Written submission and oral testimony was given by the applicant's architect
stating that the proposed patio roof will conform to the existing rear setback of the house currently approved. The
two-story dwelling on the property was constructed in 2008 with a variance issued by the ZBA, case #5677 and a
certificate of occupancy Z-33077 dated June 2008. The accessory in-ground swimming pool has a certificate of
occupancy# Z-33078 dated June 2008. At the hearing the applicant's architect cited three prior ZBA variances on
a
Page 2,November 21, 2019
#7354, Wood
SCTM No. 1000-143-2-20.1 ,
Marlene Drive for excessive lot coverage ZBA #5961 at 21.29% lot coverage; ZBA #5497 at 22.5% lot coverage
and ZBA# 6647 at 23.51% lot coverage
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on November 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 variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The proposed roof structure will provide shade over part of
an existing patio and is an extension of the current rear wall of the house and will therefore maintain the existing
non-conforming rear yard setback. The proposed structure will not be seen from the street or any adjacent property
since the rear yard is fully screened by large evergreens.
2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The existing rear yard setback was created by a former
variance, so that any addition to the rear of the house would require variance relief.
3. Town Law X267-b(3)(b)(3). The variances granted herein are mathematically substantial, the proposed rear
yard setback representing 21.6 % relief from the code, and the lot coverage variance represents a 9% more than
what the code permits. However, the proposed roof structure is not enclosed by walls, maintains the existing rear
yard setback line of the house as established by a prior variance, and will not be used as habitable space.
Additionally,the applicant's architect documented that variance relief for excessive lot coverage on Marleen Drive,
similar to what the applicant proposes, is not uncommon.
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 of the Town's Storm Water Management Code and conditions set by this
board. The proposed roof structure will connect to the existing gutter system which drains into an existing leaching
pool
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 X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a roof over part of an existing patio while preserving and protecting the character
of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Planamento, and duly
carried, to
GRANT the variances as applied for and shown on the site plan and floor plans prepared by Anthony Portillo,
R.A. of AMP Architecture, dated September 9, 2019.
r� Page 3,Tl6vember 21, 2019
#7354, Wood
SCTM No. 1000-143-2-20.1
SUBJECT TO THE FOLLOWING CONDITIONS:
1. The proposed roof structure over the existing patio shall remain open to the air,shall not be enclosed
by any walls, and shall not be used as habitable space.
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 buildingpermit 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.
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, Acampora,Planamento and Lehnert. (5-0)
` � l
Leslie Kanes Weisman, Chairperson
Approved for filing �� /�� /2019
Scott A. Russell ,��°SU `�v STOR IMINVA\T]ER.
SUPERVISOR - MA NA\(Gr]EAMI]ENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT W01 SHEET `
( TO BE COMPLETED BY THE APPLICANT ) 4 JAN 2 8 2020
DOES TINS PROJECT INVOLVE ANY OF THE FOLLOWING
Yes NO (CHECK ALL THAT APPLY) —• ^
❑ 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.
❑[A 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! Chapter 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 wit9your Building Permit Application.
APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date-
District
�•'r `n �,p ',(�, Distract / /
NAME: ' )��J V GY{�7\G��� 1�� �I I ��
ection ' Block Lot
risgNi **FOR BUILDING DEPARTMENT USE ONLY **
Contact Information l Q` O(40
tiekphme Number
Reviewed By:
— — — — — — — — — — — — — — — —
Date_
—
Property Address/Location of Construction Work: — — — — — — — — — — — — — —
rr\\ ! Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
® Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
L
FORM # SMCP-TOS MAY 2014
BUILDING DEPARTMENT- Electrical Inspector
v lc Q GP`k
EP 2 5 2020 TOWN OF SOUTHOLD
V Town Hall Annex- 54375 Main Road - PO Box 1179
Southold New York 11971-0959
Y✓ m 4. yqy'�j
le hone 631 765-1802 - FAX 63
01Jp ( ) ( 1) 765-9502
rogerr6Zsoutholdtownny.gov - seandgsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: -D-a-act
Company Name: -1'13eS FU--LTrL L -En--1Z.-
Name:
L
Name:
License No.: ME - q q y y(, email: '7-b e57C -R c6=.
Address: 3 N �L3e c tc..l�C5 l l
Phone No.: (r.> ?�(- -:-r,
JOB SITE INFORMATION (All Information Required)
Name: (;- S e G, kj(`
Address: -I&4,C> c-
Cross Street: Kck- p
Phone No.: 4;. ( g Bldg.Permit#: L4 q (C'& email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) (DF
- 0 ME A 7 -
Circle All That Apply:
Is job ready for inspection?: ! N0 Rough In Fina'
Do you need a Temp Certificate?: YES /&0) Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A #Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
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Request for Inspection Form.xls
6
Su¢¢ D UILDING DEPARTMENT- Electrical Inspector
EP 2 5 2020 TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
le hone 631 765-1802 - FAX 6
��� p ( ) ( 31) 765-9502
'' roaerr(&-southoldtownny.gov - seandCaD-southoldtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: —aa-acC
Company Name:
Name: .-
License No.: ME • y q Li Li(c, email: 'Th e,ST Tit Ln� c�k�.
Address: l� - - N�= = - - t'LC,VWQ5 LICt
Phone No.: (� -
JOB SITE INFORMATION (All Information Required)
Name:
Address:
Cross Street: Kck- p
'Phone No. ( " �._" 542 7
Bldg.Permit#: email:
Tax Map District: 1000 Section: ._ - _ . Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) Low( ®F_ _
Circle All That Apply:
Is job ready-for inspection?: <�N/ NO Rough In ina
Do you need a Temp Certificate?: YES /N8� Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: -A # Meters _ Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT.D.UE WITH APPLICATION
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Request for Inspection Forrn.xis v ��
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Town Hall nex Telephone(631)765-1802
54375 Main oad Fax(631)765-9502
P.O.Box 11 9
Southold, NYJ11971-095�9AN Z 2OZO
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OFF-T-RUSS TYPE-CONSTRUCT ION.`PRE-ENOINEEREDY.
_
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION---
Date.
Owner: Ol
Location of Property:_
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
h
Name (person submitting this form): (`
Capacity(check applicable line):
Owner
�. Owner representative
TrussReg15.dccx Effective 1/1/2015
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// ♦ EXISTING COVERED PORCHES 900.0 S.F.
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/ EXISTING SWIMMING POOL 415.0 S.F. 2.2% MM.=100,
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/ \ PROPOSED NEW PATIO ROOF 560.0 S.F. 1.9% ._
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�y ` �� __ ♦ REAR SETBACK 50.0' 59.2' NO
\ SIDE YARD 15.0' 51.9' YES
G ExlsriNIS SETBACK
\
PATIO ewesONE� COMBINED SIDE
\ YARD SETBACK 35.0' 99.0' YES
EXISTING
PATIO ♦ SITE LAYOUT NOTES:
I. THIS 15 AN ARCHITECTS SITE PLAN 4 15
SUBJECT TO RIFICATION BY
\ / ✓%0 SURVEYOR. THE INFORMATION A LICENSED
EXISTING
swIMMINa� \ \ Ewsrlrrs a STORY ♦ REPRESENTED ON THIS SITE PLAN 15 TO THE
POOL \ \ \\ SINEJLE FAMILY ARCHITECT 5 BEST OF KNOWLEDGE.
♦ \\\\ \ RESIDENCE / 2.SURVEY INFORMATION WAS OBTAINED W
\ Z \ \\\\\ PERVIous ♦ FROM A SURVEY DATED SEPTEMBER 16,
\\\\ \ DRIVEWAY 2009 AND PREPARED BYt o
\ \ \ JOHN METZGER
♦ PROPODW \ \ \ \
NEw PATIO \ \ \ \ PEGONIG SURVEYORS
covER W \ \ \ \ P.O. BOX 909
\ \ \ ♦ SOUTHOLD,N.Y. 11991
\ ? \\\\\\ C40VORM
PORCH \ TELEPHONE: (650165-5020
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APPR VED AS NOTED -7_
DATE: B.P.#
FEE: -7iOBY: ELECTRIC L
NOTIFY BUILDING ')EPARTMENT AT INSPECTION RE= UIRED
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF w
NEW YORK STATE & TOWN CODES
ASR UIR'� A ONS OF v
EO ND CONDITIONS
�SOUTHOLD TOViN i-
ARD =
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`✓ ; . PATIO COVER
1075 FRAN KLI PIN"VI LLE ROAD 204 25TH STREET, SUITE 203
y, LAUREL N .Y. 11945 BROOKLYN , .Y. 11232
LLC840 MARLENE LANE
0:5:16-2 :14-0 :160 0:516-214-0160
MATTITUCK, N.Y. 11952
DRAWING TITLE:
f J A PI 2 8 2020 TITLE PAGE
PAGE:
o"Im m loo
DATE: 01/20/19 1 OF 6
MOTES $ ✓FE(-_.'I F I GATI ONS ASPHALT ROOFING 5HINOLE5 CARPENTRY f=A(5F. <F.)000' :
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 3 BETTER (Flo = 8'15) UNLESS
TO6ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RE5PON51BILITY TO READ ALL NOTES, 5HIN6LE5 OR APPROVED EQUAL. OTHERWI5E NOTED.
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. 5HIN6LE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN TABLE R501 .7 T- 100 TITLE PAGE
NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 8" MIN. FOUNDATION EXPOSURE.
GENERAL AND WATER BARRIER FROM EDGE OF SAVE TO 24" IN51DE EXTERIOR WALL ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING, CONDITIONS. 3. 51LL5 TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO
PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb"
APPLICABLE BUILDING DEPARTMENT. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. STRUCTURAL MEMBER ALLOWABLE DEFLECTION
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. CONSTRUCTION. A- 100 GENERAL NOTES
4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY TECO OR
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S EQUAL. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/I&0 STRUCTURAL DETAILS
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. SPECIFICATIONS.
NATIONAL, STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN W/ NO FINISHED CEILING ATTACHED TO RAFTERS
3. ALL WORK SHALL CONFORM TO 5. NAILING OF ROOFING SHALL BE TO CODE. FLOORS, ROOFS, AND WALLS.
AND AUTHORITIES HAVING JURISDICTION.
b. CORROSION RE515TANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, INTERIOR WALLS S PARTITIONS H/I80
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY PERMITTED U.O.N. A-2OO SITE PLAN
OF THE OWNER/BUILDER FLOORS B PLASTERED CEILINGS L/360
7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 7. ALL BEAMS, GIRDERS, FTG. TO HAVE MIN. OF 3-1/2" BEARING PROJECT/ZONING DATA
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 2:12 PITCHES TO 4:12 PITCHES
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. ALL OTHER STRUCTURAL MEMBERS L/240
WITH THE WORK. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF
9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360
THE SEALANT TO UPLIFT FORGES USING A5TM D 6381.
6. NO DEVIATIONS OR CHANGES TO THE: STRUCTURAL SYSTEM SHALL BE MADE A6500 FOUNDATION PLAN
P.T.
UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. EXTERIOR WALL5 - WIND LOAD5 W/ BRITTLE FINISHES L/240
SITE WORK 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE GROUND LEVEL PLAN
7. CONTRACTOR TO VERIFY DIMEN51ON5 OF FOUNDATION WITH FLOOR PLANS I. STAKEOUT 15 TO BE PERFORMED BY A LIGEN5ED SURVEYOR ON PAGE A-I. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND
BEFORE THE START OF FRAMING ROOF AND 15 OF COX GRADE, UNLESS OTHERWI5F NOTED. SEE FLOOR PLANS EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODFS. 2. VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN
RECEIVE CLARIFICATION FROM ARGHITECT/ENOINEER PRIOR TO PROCEEDING. APPLICABLE.
A®400 ROOF FRAMING PLAN
9. DO NOT SCALE DRAWINGS, WRITTEN 171MEN510N5 TAKE PRECEDENCE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STRUCTURAL DESIGN LOADS ELECTRIC PLAN
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPING DRIVEWAY AND BUILDING SITE. NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N.
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL STOCKPILE ALL EXCAVATED MATERIALS.
12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR
4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEFDD D
5, TREE APPROVED EQUAL. FUSE LIVE LOAD LOAD
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN THESE LET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY LO, RA ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR JJ��
ATTEN BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIOHT5 AND AT EXTERIOR ELEVATIONS L1J
PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. EXTERIOR BALCONIES 60 psf 15 psf
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. DESIGN DETAILS
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN 5PAN5 DECKS 40 psf 15 psf
RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY &'-0". W
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. FOUNDATION, CONCRETE, AND MASONRY 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN
I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT A-2 ~ V
14. THE CONTRACTOR SHALL KEEP PRE'r11SES REASONABLY GLEAN AT ALL APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF IG,. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS V J
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. F STENINO SCHEDULE
BROOM GLEAN. NECESSARY. ATTICS WITH 5TORA6E (ROOF ABOVE 3 PITCH) 20 psf 15 psf Q
2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOILNOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAP'S
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf (SEE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS,
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AN7 LOCAL CODES 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. THROUGH A-3 P P '
AND ROUGH OPENING FRAMING REQUIREMENTS)
AND ORDINANCES. .'
4. FOCTIN55 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS 18. AT WET WALL' PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. SLEEPING ROOMS 30 psf 15 psf ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE R
IG,. THE CONTRACTOR SHOULD FULLY 6LlARANTEE HIS WORK AND THE WORK OF OTHERWISE NOTED GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB
.,u
FLOOR SHALL NEVER EXCEED A 16" SPAN.
THE 5L15-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER STAIRS 40 psf 15 psf F
COMPLETION OF PROJECT. 5. WALL5 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65, U.O.N. "
19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 FASTENER SPEC. FASTENER
AS PER PAGE A-I THROUGH A-3. GUARDRAILS AND HANDRAILS 200 psf IS psf DESCRIPTION
1'7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS p p AND QUANTITY SPACING
ARCHITECT/ENGINEER, AND THEIR A6ENIT5 AND EMPLOYEES FROM AND UNTIL 151 TIER OF FRAMING 15 IN PLACE. �� ��
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 20. P.T. SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF 7. FOOTIN05 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC ROOF GE I L I NO FRAM I NO
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER p 15 psf FOR CATH.
15 ATTRIBUTABLE TO BODILY INJURY, 5 CKNE55, DISEASE OR DEATH OR TO 8. ALL OPENIN05 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK SOLID WITH CONCRETE. ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER,
CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER * RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER
ITSELF INCLUDING THE L055 OR USE RE'5ULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
WHOLE OR IN PART BY ANY NEGLIGENTACT OR OMISSION OF THE 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, A50E 7-10 (MINIMUM DESIGN LOAD5 FOR BUILDINGS AND OTHER STRUCTURES) GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T.
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 2&
BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A DAYS OF 4,000 P.S.I., U.O.N. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: GLIMATIG AND OEOORAPHIG DESIGN CRITERIA GEILIN6 J015T TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP
PARTY INDEMNIFIED HEREUNDER.
II. GONG. 5LAB5 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH A. 7RU55 J015T McMILLIAN 1.9E MIGROLAM
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER B. GEORGIA PACIFIC 2.OE 6-P LAM CEILING JOIST LAPS OVER PARTITIONS (FACE:-NAIL) 9-Ibd COMMON EACH LAP
BUT NOT LIMITED TO FORM-WORK, BLO,:.K-WORK, FRAMING, NAILING, PLACING
P5L (PARALLEL STRAND LUMBER) DENOTES GROUND SNOW LOAD 25 LE35
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 12. COPPER FLASH ALL JOINTS WHFRE SLAB ABUTS FRAMING. A. TRU55 J015T McMILLIAN 2.OE PARALLAM COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE
TO BE SURE THEY ARE IN AGGORDANOE WITH THE DRAWIN65, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. 5PEC.'5 BASIC WIND SPEED 130 MPH
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES -
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN (I) WALL TIF PER (3) SQ. FT. 22. FOR NEW WALLS, A PERFORATED SHFARWALL SYSTEM 15 USED. THE BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END
CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, EXPOSURE CATEGORY B
AUTHORIZATION OF THE ARGHITEGT/ENGINEER. NOTES, AND TABLES ON PAGES A-I, A-2, $ A-3. THE FA5TENIN6 SCHEDULE
14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING SEISMIC DESIGN CATEGORY B
NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING
PERTAINING ARE TO BE FIELD VERIFIED. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED WEATHERING SEVERE ROOF SHEATH I NO
FROM FOOTING TO 2" ABOVE FIN15H GRADE. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEO.'s).
20. CONTRACTOR TO REMOVE 6 RELOCATE A5 REQUIRED ALL EX15TINS WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS.
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES FROST LINE DEPTH 3'-O" STRUCTURAL PANELS: (SEE AL50 GRAPHIC, gd COMMON (0" EDGE / 12" FIELD
OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO 23. COLUMN BEARING AS FOLLOWS: INTERIOR ZONE THI5 SECTION) 8d COMMON 6" EDGE / 12" FIELD
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S CONCRETE SHALL BE PLACED ON FROZEN 5URFACES. WOOD PO5TIN6 TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, TERMITE MODERATE TO HEAVY PERIMETER ZONE
SPECIFICATIONS, UNLE55 NOTED OTHERWISE. TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. (4" O.G. 0 GABLE
17. NO ADDITIVES SHALL BE PLACED IN GONGRETE UNLE55 SPECIFIED BY WALL w/ STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUTKE H
22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. ARCHITECT/ENGINEER. SECURE w/ (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS ® ICE BARRIER REQUIRED YES
EXIST. WALL5 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY GE I L I NO SHEATH I NO
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. IG,"
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 WHERE EVER APPLICABLE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6, U.O.N.).
GOPYRIOHT PROTECTION ACT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD
19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/
MIN. 10 DEEP PROJECTING 6 ON EACH SIDE OF THE FOUNDATION WALL. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS,
PROVIDE TWO #4 DEFORMED BAR5 CONTINUOUS IN THE FOOTING. ALL 4" THICK U.O.N. WITH TOP GAPS o STEEL COLUMNS TO BE MIN.y4" BENT PLATE 8" LONG
GORES AND REFERENCE STANDARD:
CONCRETE 5LAB5 TO HAVE (oxb 10/10 WELDED WIRE REINFORCING. H/ 6" RISE & w/ (2) 5/4'4) BOLTS THROUGH CENTER LINE OF VERTICAL LEGS
�I I G
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAOE5 A-1 THROUGH A-3. DONT I I`IUOUS E3U I LT-UF OI RDERS, THREE OR MORE SUPPORTS
BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY AS IN SOLID 4 SOUND CONDITION WITH AN EXI5T. FOOTING OF MIN, 16" WIDE x 5"
MAINTENANCE CODE. DEEP d 3'-0" BELOW GRADE. CONNECTION PATTERN SCHEDULE
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF BETWEEN 1/6
~
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME FLEGTRIGAL: CONNECTION d I/4 OFA Z
PATTERN DESCRIPTION ASSEMBLY REQUIREMENTSw
CONSTRUCTION MANUAL BY AF d PA. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM : 2
TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER 0
MAX.52 51DE BY SIDE ARE CONTINUOUS OVER THREE OR MORE U
CONSERVATION CODE. A (2)ROWS lOd NAILS• 12"O.C. P C)
GENERAL WIND PROTECTION CONNECTION NOTES:
SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE
ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPONB (3)ROWS Iod NAILS• 12"o.C. 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN
CONSTRUCTION;SSTD 10-99 AND 2015 5130 HIGH WIND EDITION WOOD FRAME COMPLETION OF WORK. P
CONSTRUCTION INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, w
I. A CONTINUOUS LOAD PATH BETWEE'�1 FOOTINGS, FOUNDATION WALLS, 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: G l2)ROWS 1/2" m BOLTS• 12"O.G.STAGGERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE Q
DBL® ENDS TWO-PIECE
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. - GENERALLY, VERIFY OR PROVIDE HARD WIRED BUILT UP GIRDER P MAX.32" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT.
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SMOKE DETECTORS w/ BATTERY BACK-UP IN: D l2)ROWS I/2" m BOLTS m 16"o.c.
INCLUDED IN THE STANDARD BUILDING, CODE, SECTION 2306 OF ISG SHALL NAILING:
BE USED IN ACCORDANCE WITH MA'NUFACTURER'S RECCMMENDATION5. A. EACH 5LEEPIN6 ROOM E (2)Rows I/2" m BOLTS m 24"aG. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE W
BETWEEN I/6 WITH Iod NAILS, TWO NEAR EACH END OF EACH PIECE,
3. METAL PLATES, CONNECTORS, SGRI.WS, BOLTS AND NAILS EXPOSED I (2)Rows s-s/e"TRUSSLOGK SCREWS m i2"O.G. Q I/4 OFA '
DIRECTLY TO THE WEATHER OR 5UE3JEGT TO SALT CORROSION IN COASTAL B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 F SCREWED ON lU SIDE of MEMBER OTHERS 5TA66ERED WITH A DISTANCE OF IG, INCHES
AREAS SHALL BE 5TAINLE55 STEEL. OR HOT DIPPED GALVANIZED. AREA IN THE IMMEDIATE VICINITY OF (2)Rows'S-3/8"TRUSSLOGK SCREWS m IG,"aC. P BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL THE BEDROOMS (GENERALLY THE HALLWAY) 6 SCREWED ON(1)51ME OF MEMBER TO BE NAILED FROM EACH SIDE w/ Iod NAILS, TWO NEAR
5HEATHIN6 AND SIDING, FRAMING ANGHOR5 OR CONNECTORS SHALL BE (2)ROWS 3-3/8"TRUSSLOGK SCREWS m 24"O.C. EACH END OF EACH JOIST, OTHERS 5TA66ERED w/ A
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER 5TUD5 G. EVERY LEVEL OF DWELLING HSCREWED ON(I)SIDE OF MEMBER P DISTANCE OF 52" BETWEEN NAILS IN A HORIZONTAL LINE. D
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. (BA5MENT, FIRST FLOOR, 8 SECOND FLOOR, ETC) THREE-PIECE �tE
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR Of= OPPOSING (2)Rows 5"TRU55LOCK SCREWS• 12"oz.
5CREWED ON BOTH SIDE OF MEMBER QUILT uP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS
RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED P
IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF RAFTERS. K (2)ROWS 5"TRU55LoGK SCREWS m 16"O.C. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INGLUDIN6 (vim O Y '�� ��A
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. J SCREWED ON BOTH SIDE of MEMBER INTERMIDIATE JOINTS, AND W/ THE OTHERS 5TA66ERED W/ Q' <
7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY L (2)Rows 5"TRUSSLOGK SCREWS m 24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS INA
Ib" WITHIN 4' OF EXTERIOR CORNERS. SCREWED ON BOTH SIDE OF MEMBER 6 V4 OFA HORIZONTAL LINE.
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER NOTE: P FOUR-PIECE 61DF-RS ARE TO BE A55EMLED AS SHOWN AND "
OF J" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 1.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE 03740 0
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER SIT
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONGRETE/MASONRY < CONNECTION PATTERN 'B'WHEN lo"OR LARGER P GIRDER. O F.NE�`�
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 2.WHEN SCREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING:
AND AT SPACING NOT EXCEEDING •4' ON CENTER. OFFSET FA5TENER5 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P
GIR:ERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, PROJECT:
NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS.
WOOD
PATIO COVER
840 MARLENE LANE
MATTITUCK, N.Y. 11952
DRAWING TITLE:
GENERAL NOTES
DESIGN DETAILS
PAGE:
loo
DATE: 01/20/19 2 OF 6
517E LAYOUT NOTES: L_OT
1. 7-IIS 15 AN ARCHITECTS SITE PLAN 15
SJBJEGT TO VERIFICATION BY A LICENSED DESCRIPTION AREA % LOT
SURVEYOR. THE INFORMATION COVERAGE
REPRESENTED ON THIS SITE PLAN 15 TO THE
ARCHITECT'S BEST OF KNOWLEDGE. TOTAL LOT AREA 21,750.0 S.F.
2. SURVEY INFORMATION WAS OBTAINED
FROM A SURVEY DATED SEPTEMBER 16, EXISTING HOUSE 31000.0 S.F. 15.8%
200-1 AND PREPARED BY:
JOHN METZO ER EX I STING COVERED PORCHES 1 f00.0 S.F. 4.1%
PEGONIG SURVEYORS
P.O. BOX qOq EXISTING SWIMMING POOL 45.0 S.F. 2.2%
\ po SOUTHOLD, N.Y. IIcl-71 PROPOSED NEW PATIO COVER 560.0 S.F. 1.1%
TELEPHONE: (631) -165-5020
TOTAL AREA OF ALL STRUCTURES 4-155.0 S.F. 21.8%
O
\ MAXI MUM COVERAOE ALLOWED = 20%
0000
R QUIRSD S TE3AO, Rt —UL•ATION
\ 5CTM# 1000-145-2-20.1; LOT AREA = 21,7150 S.F NON-CONFORMING
W
.001
PROPOSED COMPLIES
U
F_
/ 3 REAR SETBACK J 50.0 --- 5�.2 NO =
- U J
/ \ y PERVIOUS
� DRIVEWAY SIDE YARD 15.0 Sl.q' YES Q
\ \ SETBACK ° w.
COMBINED SIDE
Q.e
a�2p / YARD SETBACK
SOUTHOLD TOWN ZON I NO BOARD OF APPEALS ORANTED VARIANCE
\ \ APPROVAL FOR LOT COVERAGE AND REAR YARD SETBACK UNDER ZBA .
\ FILE #-7554; HEARI NO DATE NOVEMBER 21, 201 cl
�N \ EX15TINO t \
ASPHALT
o COURT \
PRO. C T ./..20N I NO DATA
\ ,�,ti TAX MAP # 1000-143-2-20.1
W ZON I NO DISTRICT R-40 NON—CONFORM I NO
v�v
\ EXISTING LOT AREA 21, 50 S.F.
SLUESTONEl
PATIO \ FEMA FLOOD ZONE N/A
EX15TINO
COVERED
PATIO WETLANDS DISTRICT NO
\
DEC DISTRICT NO
EXISTINO \\a
SWIMMING \ \ EX15TINO 2 STORY \
POOL \ 51 NOLE FAMILY
3Q 2 \ \ PERVIOUS \
�\\ \ DRIVEWAY z
Lu
NEW PATIO \ \
COVER
O, \\ \ \ EX15TINO a
\ .\ COVERED PORCH
\ \ \ w
EX15TINO
SCREENED-IN
PORCH
/ QQ
7
y�� �3 �to�y0�
\��j • OF N�
\ \ 000 /
PROJECT:
WOOD
PATIO COVER
\ MATTI UCK N.Y. 11952
DRAWING TITLE:
\ SITE PLAN; ZONING DATA
O
PAGE:
A 0% AV%L 0
E IR
A-Zv
S 1 TE PLAN
SCALE: 1'-0" = 10'-0" DATE: 01/20/19 3 OF 6
OENERAL`FERAL I �50L <E"%r :
:
_ EX15TINO TO BE DEMOLI5HED NEW FOUNDATION WALL
vp
EXISTING TO REMAIN
® MIN. (2) 2"x4" 5TRUGTURAL
NEW WOOD FRAME (L.G. P05T FOR 4" WALL5
5TL. WHEN APPLIGA.BLE) (MIN. (2) 2"x6" 5TRUGTURAL
NEW PARTIAL HEIGHT P05T FOR b" WALL5), U.O.N.
WOOD FRAME (L.a STL.
WHEN APPLIGABLE) EXIST. FIRST FLOOR;
No WORK PROPOSED
EXIST. FIR5T FLOOR;
NO WORK PROPOSED
ro-I In
10-1
m
EXI5T. F I RST FLOOR;
EXIST. COLUMN s NO WORK PROPOSED
FOOTING TO
REMAIN EXIST. BLUE5TONE
OPATIO Lu
UNDERPIN 24"x24"x18" DEEP H'
FOOTING;REMOVE AND REPLACE V
EXISTING BLUESTONE ® GRADE AS L1J
NEGE55ARY V
U J
EXIST. SCREENED-IN Q
PORCH
NEW 12"(P '5ONOTUBE' FILLED SOLID
EXIST. BLUESTONE
W/ P. GONG. UPON 18"x18"xl2" DEEP
PATIO FOOTING (TYP);REMOVE AND _
REPLACE EXISTING BLUE5TONE ® "-<
GRADE AS NEGE55ARY
5�
Ll
:��Fb
13'-IY2" 13'-I�2° 2_4Y4
EXIST. BLUESTONE
PATI O
FOUNDATION PLAN
I
I
I
I
EXIST. FIRST FLOOR;
NO WORK PROPOSED
1
I
I �
EXIST. ! EXIST. FIRST FLOOR; uj
/ I OUTDOOR I NO WORK PROPOSED
SHOWER 1 0
i
no
FaEXISTING ROOF( z Z 5TRUGTURE TO p
� - .-. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Di EXIST. COLUMN 8 HEADER REMAIN
TO BE REMOVED; fff EXIST. COLUMN TO
I i u� EXIST. FIRST FLOOR;
Ul R CONTRACTOR TO ADD BE REMOVED >
EXIST. ROOF TO EXIST. COLUMN TO X O TEMPORARY SUPPORT PROV. DBL. RAFTERS 4 NO WORK PROPOSED
REMAIN REMAIN I ~ HEAVERS
I 5KYLIG TOPEN N55 (TYP)
NEW (5) 1.15"x11.25" G.P. 2.0E LVL w/'(2) _ r�
I� 7Z7T' SEA J (4) 2"X6" POST TO
TO BE WRAPPED IN IX AZEK TO BE WRAPPED I IX AZEK Lj M. P
HEADER I �\
LINE OF EXISTING I I _ �j I I dJ 0 I i (5) q.5" LVL HEADER
U
ROOF TO REMAIN m� I _ I -x I I x°
Q cV Q - - N !� - I (2) 2"X6" F05T TO 1 ¢ -
IQ 4'-6" ® I I ® I I HEADER I i
lob I z � i I z �
� I I I I � EXIST. SCREENED-IN I
03740
cV N I N I I I 3 PORCH FOF N�V`
O z z 6 115/4 6-11!3/4 6'-I I3�4
EXIST. BLUESTONE I N o I I I I
PATIO I w _ v I I I
x o >—_ _—� - x ! PROJECT:
cl
NEW CUSTOM SIZED I I I I I ry $ I
54"X60" SKYLIGHT
AUTOMATIC BLINDS (7YF) ®_I . . . Q®;
. 5x1 .2Pfi _II
II
1I I
WOOD
LVL DROITE;-\/L DROPE�F( NEBWM(;2)BIE'1AM"STDB~
I I 15M.;BEAMS TO Bq I COVER
�®�/E
A-500 WRAPPED IN IX AZEK i WPATIO CJ
RAPPED IN IX AZEK I Y L
I 1
1 - - - - - - - L - - - - - I- - L - - - - - L I- - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - J
PROPOSED 13'-12" Is'-Ily2° 2'_4Y4' 840 MARLENE LANE
COVERED PATIO
ROOF LINE MATTITUCK N.Y. 11952
NEW COLUMN TO__/ NEW COLUMN TO::7 ,
MATCH EXISTING MATCH EX15TINO EXI5T. BLUESTONE
PATIO DRAWING TITLE:
EXIST. BLUE5TONE
PATIO FOUNDATION PLAN
GROUND LEVEL PLAN
EXIST. SWIMMING
POOL PAGE:
C ROUND LEVEL. PLAN A 0 0
1
SCALE: 1/4" = 1'-0"
DATE: 01/20/19 4 OF 6
OEI ` ERAL 5 I �550L K I :
_ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR
5M w/ BATTERY BACK-UP
EXISTING TO REMAIN
O CARBON MONOXIDE
NEW WOOD FRAME (L.O. GO DETECTOR
5TL. WHEN APPLICABLE)
NEW BRICK VENEER HARD WIRED SMOKE AND CARBON
5M/00 MONOXIDE DETECTOR COMBO
NEW POURED CONCRETE w/ BATTERY BACK-UP
NEW/EXI5T. LOAD BEARING 50 G.F.M. EXHAUST
WALL FAN w/ DAMPER EX15T. SECOND
WALL (EXIST. OR PRO.) TO HAVE 50 G.F.M. EXHAUST FLOOR, NO WORK
5-1/2" F.G. SOUND B.ATTS FL FAN 4 LIGHT COMBP PROPOSED
® MIN. (2) 2"x4" STRUCTURAL w/ DAMPER
POST FOR 4" WALLS
(MIN. (2) 2"x&" 5TRUC;TURAL
P05T FOR 6" WALLS), U.O.N. EXIST. SECOND
FLOOR; NO WORK
j� PROPOSED
ELEC,T ��AL S I�✓I " I50L I\E� :
G120V DUPLEX OUTLET OROMER'S SELECTION � EXISTING SECOND EXI5TIN6(I.C. RATED WHEN IN BLDG. ENVELOPE) STORY DECK ROOF TO EXIST. SECOND
FLOOR; NO WORK Lu
EXISTING REMAIN
120V DUPLEX FLOOR OUTLET M015TURE RE515TANT LIGHT FIXTURE ROOF
To PROPOSED
REMAIU
220V SIMPLEX OUTLETHANGING FIXTURE ( LLJ
220 H OWNER'S 5ELECTION
120V GROUND FAULT INTERJPT SURFACE MOUNTED FIXTURE
DUPLEX OUTLET T 5A'I OWNERS 5ELEGTION
6FI NEW GU5TOM 51ZED I I I I Q
54"X60" 5KYLIGHT W/ ¢;-
12OV GROUND FAULT INTERJPT/ PENDANT LIGHT FIXTURE AUTOMATIC, BLINDS (TYP)
WP/0.F.1.WATER PROOF DUPLEX OUTLET P OWNER'S SELECTION
II II
120V DUPLEX OUTLET PG PULL CHAIN LIGHT FIXTURE
## ® HEIGHT 5PEGIFIED OWNER'S SELECTION r
120V DUPLEX OUTLET w/ Q A ACCENT LIGHT FIXTURE EXIST. BLUE5TONE
1/2 SWITCHED OWNER'S SELECTION PATIO120V DUPLEX
12 OUTLET ^^�� \
DIRECTIONAL
FIXTURE
DEDICATED CIRCUIT OWNRS 5LEGON
( I I
120V 4 GANG OUTLET
INTERIOR WALL SCONCE �PROP05ED FLAT ROOF
OWNER'S SELECTION WITH DUROLA5T EPDM
L
PROVIDE GALVANIZED ROOF MEMBRANE — — — — — — — — — — — — — — — — — — —
JUNCTION BOX OR POWER WALL MOUNTED LIGHT FIXTURE, DRIP EDGE ® NEW �� /// ��� ✓�
JB ED6E5 OF FLAT ROOF
FOR FIXTURE/APPLIANCE EXTERIOR TO BE M0151URE
RE515TANT OWNERS SELECTION
�-(�- SINGLE POLE 5WITGH LIGHT BAR FIXTURE
�# � OWNER'S SELECTION
MULTIPLE POLE 5WITGH
i FLUORESCENT LIGHT FIXTURE NEW DOWNSPOUT NEW GUTTER TO GUTTER HIGH
DIMMER 5WITGH MATCH EXISTING POINT NEW DOWNSPOUT
EXTERIOR FLOOD LIGHTS- EXIST. BLUESTONE
D DOOR 5WITGH AUTO SENSOR- OWNERS SELECTION
PATIO
OUTLET FOR
HARD WIRED SMOKE VACUUM 5YSTEML
SM DETECTOR w/ BATTERY
OO I�� � �
BACK-UP H05E BID/FREEZE PROOF
CARBON MONOXIDE. i STEM LENGTH A5 REQ'D 50ALE: 1/4" = I'-O"
Co DETECTOR
50 G.F.M. EXHAUST
Q HARD WIRED SMOKE AND FAN w/ DAMPER
5M/CO CARBON MONOXIDE: DETECTOR
COMBO w/ BATTER'S BACK-UP 50 G.F.M. EXHAUST
FL FAN $ LIGHT COMBP
Q P PHONE JACK FAN
DAMPER
G GABLE OUTLET �- STEP LIGHT
OWNER'S SELECTION
I--a GAT6 DATA/ETHERNET OUTLET'
CEILING FAN w/LIGHT
OWNER'S 5FI EGTION
I
I
I Z
w
I
O
I V
EXIST. FIRST FLOOR;
NO WORK PROPOSED
Lu
I
EXIST. FIRST FLOOR;
NO WORK PROPOSED
i i I I
-D A&C
10 10
EXI57. F I RST FLOOR; AP'
1 \ NO WORK PROPOSED
y0
07
- - - - - - - - - - - / _ - - - - - - - - - -
1
1 I PROJECT:
I - - - - -, F- - - - - - - - - - -, I I- - - - - -,
CNED-IN WOOD
I
I I I I I I I 1 I I I EXIST. SREEI PATIO COVER x I x PORCH
EXIST. BLUESTONE
PATIO -
,� I 840 MARLENE LANE
�- -_
-------- i I MATTITUCK, N.Y. 11952
1
I j '
Fol 10-1 DRAWING TITLE:
ROOF FRAMING PLAN
ELECTRIC PLAN
EXIST. SLUESTONE
PA710 PAGE:
PLAN A-400
SCALE: I/8" = 1'-0"
DATE: 01/20/19 5 OF 6
PROP05ED FLAT ROOF;
SOFFIT HEIGHT TO
MATCH EXISTING ROOF
AREAS I"Xb" PREPRIMED F/J
PINE FASCIA W/ 5-1/2"
SPRUNG GROWN TO
Q MATCH EXISTING
F'
W '
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BOARD
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PER PLANS PER PLANS
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(FOR 2 P1.Y BM) I (FOR :2 PLY BM) I I
I I I I
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BASE I
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--
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I I
i
GRADE - -
MATTITUCK, N.Y. 11.952
° 11
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DRAWING TITLE:
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EXTERIOR ELEVATIONS
12114) '50NOTUBE' FILLED
SOLID w/ P. GONG. -
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OR 24"x24"xl8" FTG., I d (I) #5 BENT
SEE PLAN �? REBAR
d O d
d
PAGE:
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� GOLUI�I
N ROOF FRAMINO 17ETA I LS A-500
50ALE: 5/4" = 1'-0"
DATE: 01/20/19 6 OF 6