HomeMy WebLinkAbout43074-Z r"=7'4�
ffOtkc Town of Southold 7/21/2019
P.O.Box 1179
y z 53095 Main Rd
y.�j ao� 1,4 Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40520 Date: 7/21/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 5400 Great Peconic Bay Blvd, Laurel
SCTM#: 473889 Sec/Block/Lot: 128.-2-12
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/27/2018 pursuant to which Building Permit No. 43074 dated 9/27/2018
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#7175,
DATED 07-19-2018, AS APPLIED FOR
The certificate is issued to Rall, Lauris GL
1
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43074 05-30-2019
PLUMBERS CERTIFICATION DATED d Piecu
u d Signature
�gUF�QIq- TOWN OF SOUTHOLD
hoo c�yy 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#: 43074 Date: 9/27/2018
Permission is hereby granted to:
Rall, Lauris GL
PO BOX 325
Laurel, NY 11948
To: construct additions and alterations to existing single-family dwelling as applied for with
flood permit per ZBA approval and DEC Non-Jurisdiction letter.
At premises located at:
5400 Great Peconic Bay Blvd, Laurel
SCTM # 473889
Sec/Block/Lot# 128.-2-12
Pursuant to application dated 8/27/2018 and approved by the Building Inspector.
To expire on 3/28/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $424.40
CO -ADDITION TO DWELLING $50.00
Flood Permit $100.00
Total: $574.40
B4 i ector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
S. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: oleo-L
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section / : Block Lot 17—
Subdivision
ZSubdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: /ugh Underwriters Approval:
Planning Board Approval: All*
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:$ C V
��V q . __-
Applicant Signature --
so
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 ,c® ® �® roger.richertCab-town.south old.ny.us
co f
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Rall
Address: 5400 Great Peconic Bay Blvd City: Laurel St: New York Zip: 11948
Building Permit#: 43074 Section: 128 Block: 2 Lot: 12
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G&S Electric License No: 578-E
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1 st Floor Pool
New Renovation X 2nd Floor X Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 11 Ceding Fixtures 3 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 1
Main Panel A/C Condenser Single Rebpt Recessed Fixtures 13 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 12 Twist Lock Exit Fixtures TVSS
Other Equipment: second floor bedroom / bathroom
Notes: 2-paddle fans, 1-heated towel rack(electric)
Inspector Signature: Date: May 30 2019
81-Cert Electrical Compliance Form.xls
o��pTr SO(/T�olo
Town hall Annex Telephone(631)765-1$02
54375 Main Road Fax(631)765-9502
P.O- Box 1179 • Q
Southold,New York 11971-0959
coum,
BUILDING DEPARTMENT
p, TOWNOF SOUTHOLD
- -- - - -- -
CIERTIFICATION
Date:
Building Permit No. L1307V
Owner: Lauds Roll)
(Please print)
Plumber: Quad Ple(V A r
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
4
(Plumbers Signature)
Sworn to before me this�=
day of 20�_ -
Notary Public, County TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2L4
a
ARTMENT- Electrical Inspector
p� 1� WN OF SOUTHOLD
Tow V261 nn - 54375 Main Road - PO Box 1179
JAN outhold, New York 11971-0959
• p1� Telephor„ r�631) 765-1802 - FAX (631) 765-9502
Ol 7 LDVAri-.T 'x tchert(a)-town.southold.ny.us
fC�OF 8C'��
APPLICATION FOR ELECTRICAL INSPECTION
-•-- ---•---•-• •- --- --- --- -- -EQUESTED BY: Date:
- - --
- '- - /'9
Company Name: S �G����.
Name:
License No.: S?8 AS email:
Address: f go v
Phone No.: S�
JOB SITE INFORMATION: (All Information Required)'
Name: RA L-I.-
Address: _-44 pp r4 I C- t3 L
Cross Street: ^J
Phone No:
Bldg.Permit#: _dl3 0 7 y email:
Fax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly) c ,3 A50 1Zo40mJ 0
o ✓4 T 001
-f- rni nl `gyp l'
Circle All That Apply:
Is job ready for inspection?: YES/ NO ough In Final
Do you need a Temp Certificate?: YES 40 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 �0,
Request for Inspection ForynAs /
y
s®�ryo�®
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q
�. • �o roger.richert@town.southold.nv.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Rall
Address: 5400 Great Peconic Bay Blvd City: Laurel St: New York Zip: 11948
Building Permit#: 43074 Section: 128 Block: 2 Lot: 12
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G&S Electric License No: 578-E
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1 at Floor Pool
New Renovation X 2nd Floor X Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 11 Ceding Fixtures 3 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Well Fixtures 2 Smoke Detectors 1
Main Panel A/C Condenser Ingle Recpt Recessed Fixtures 13 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 12 Twist Lock Exit Fixtures TVSS
Other Equipment: second floor bedroom /bathroom
Notes: 2-paddle fans,1-heated towel rack(electric)
Inspector Signature: Date: May 30 2019
81-Cert Electrical Compliance Form.xis
SOF so
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION "
[ ] FOUNDATION 1ST [�OUGH PLBG.
[ ] UNDATION 2ND [ ] INSULATION
FRAMING, /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ FI RE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING
REMARKS:
fir
014/ " c,) 0%
(AX/I -LM6vlh , Qrmswe,
DATE INSPECTOR
V BOE SOUIy
TOWN OF SOUTHOLD BUILDING DEPT.
ourm, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ rINSULATION GH PL13G.
FOUNDATION 2ND [
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ' [ ] ECTRICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING
REMARKS:
7�2�MU-- tN4Z -
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DATE I INSPECTOR
ho�a�F SOOTyo�
# TOWN OF SOUTHOLD BUILDING DEPT.
`yoouffri 765-1502
--INSPECTION
FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY_ [ ] FIRE SAFETY INSPECTION
[ ' ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) r f(] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
-Z,
DATE �' INSPECTOR �` l
OBOE so
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm,��'' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: &40-0L4tAL
C
IA
Q 441
�
DATE 01 INSPECTOR
SOUtyp� L l 72 V 7 H V z- 0o �;"
# # TOWN OF SOUTHOLD BUILDING DEPT.
Coum, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE.& CHIMNEY [ ] 'FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL.
REMARKS:
1 ul
DATE / - INSPECTOR
pF SOUryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
(c�
Southold,NY 11971-0959 �� � sean.devlintown.southold.ny.us
COUNTY,
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Lauris Rall GL
Address: 5400 Great Peconic Bay Blvd city:Laurel st: - NY zip: 11948
Building Permit* 43074 Section: 128 Block: 2 Lot: 12
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: G&S Electric License No: 578ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition 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 2 Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower 3 Range'Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect 2 Switches 4'LED Exit Fixtures Sump Pump
Other Equipment: (2) Mini Splits w/ (3) BlowerHeads
Notes: HVAC
Inspector Signature: Date: June 18, 2024
S.Devlin-Cert Electrical Compliance Form
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Delfino Insulation Co., Inc. Customer: Gabrielsen Builders
1648 Locust Av. P.O. Box 317
Bohemia, NY 11716 Jamesport, NY 11947
631-567-4545
Job Location:
5400 Peconic Bay Blvd.
Laurel, NY 11948
Insulation Certificate
WORK AREA ITEM INSTALLED TO CODE
Penetrations Fire caulk ASTM E-84
2x12 closed slope ceilings Baffles&6"closed cell foam (R-42)
2x8 closed slope ceilings Baffles&6"closed cell foam (R-42)
2x10 open flat ceilings R-30 Kraft faced batt insulation
2x4 exterior walls 3"closed cell foam (R-21)
Box ends 3"closed cell foam (R-21)
2x6 open knee wall R-21 Kraft faced batt insulation
Doors&windows D&W low expansion foam
All work has been installed to New York State Code standards. -771'1 I Cl
Delfino Insulation Co.,Inc. Fred Furnell Jr
PD I 1
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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
C.O.Application
q1Flood Permit
Examined �� ,2010 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved ,20,1 Mail to:/y/C,y.4�L A 4!2y,4Qk
Disapproved a/ o.Fax lCW7 rcrlT/Varj!�ivY11971
Phone:,rlZ 6-58- 6907
Expiration ,20 46
"13
uilding In` ctor �-
ICATION FOR BUILDING PERMIT '
AUG- 2 7 2018 Date 20 /9
INSTRUCTIONS
a. This aRPM pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, a1 orate`plot'•`fan'fb s&ale. Fee according to.schedule.
P P P
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)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises L�U8/S Ci•L, R/-���
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. 2Z2
Plumbers License No. nw
Electricians License No.
Other`Trade's License No.
1. 'Location of land onwhich h proposed work will be done:
, SBO
En:OW c RAY 9U1/_ 4AU UA 5Z,
House Number Street Hamlet
County Tax Map No. 1000 Section Block Lot �2 �3
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 ,Q, 'j /�L cy!e:
b. Intended use and occupancy ���/Q� /,t�L oy AA1'-1/L y
3. Nature of work(check which applicable): New Building Addition Alteration )<
Repair Removal Demolition Y Other Wor
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units 0/0,c Number of dwelling units on each floor
If garage, number of cars A-1 ay-25-
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. &1A
7. Dimensions of existing structures, if any: Front 4 Rear 49 9 Depth
Height 2?, Number of Stories 7-000 �22 •
Dimensions of same structure with alterations or additions: Front p 9 Rear 4 9. 9
Depth ,3�, 3 Height 24, 4Z Number of Stories
8. Dimensions of entire new construction: Front 4 9 Rear 9 m9 ,Depth-
Height 24. 4Z Number of Stories'
9. Size of lot: Front Rear Z2. � Ito)
K De th Sj
10. Date of Purchase Name of Former Owner ' °',7
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO
13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO
41VOR/S&,C., /L- .S400 &cowic 4FAYArPv
14. Names of Owner of premises Address Phone No.
Name of Architect �lq,Q/L.lt/,��(/.4,�7Z,,¢�Address R. cyj Phone No &V
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES_X NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO x
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OFSAR)S I )
///,L�,��_/_ A &Zy am fL being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the z (& Ny7
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that INIA EYty.itDUYER
performed in the manner set forth in the application filed therewith. NOTARY PUBLIC,STATE OF NEW YORK
NO.01 D W6306900
QUALIFIED IN SUFFOLK COUNTY
Sworn to before me this COMMISSION EXPIRES JUNE 30,
day of M(A r(, 20
�maw
Notary Publio Signature of Applicant
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: March 22, 2018
TO: Michael Kimack(Rall)
PO Box 1047
Southold,NY 11971
Please take notice that your application dated March 7, 2018
For permit for additions and alterations to an existing single family dwelling at
Location of property: 5400 Peconic Bay Blvd., Laurel,NY
County Tax Map No. 1000—Section 128 Block 2 Lot 12
Is returned herewith and disapproved on the following grounds:
The proposed construction on this conforming parcel in the Residential R-40 District, is not permitted pursuant
to Article IV, Section 280-18, which states;
"No building or premises shall be used and no building or part thereof shall be erected or altered in the
Low-Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of
the Parking Schedule with the same force and effect as if such regulations were set forth herein full."
A rear yard setback of 50 feet and a single side yard setback of 15 feet is required. The proposed construction
notes a rear yard setback of 32 feet and a single side yard setback of 10 feet.
6Au
-/-------------------
' d Signature
Cc:File, ZBA
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: March 22, 2018
AMENDED; July 5, 2018
TO: Michael Kimack(Rall)
PO Box 1047
Southold,NY 11971
Please take notice that your application dated March 7, 2018
For permit for additions and alterations to an existing single family dwelling at
Location of property: 5400 Peconic Bay Blvd., Laurel,NY
County Tax Map No. 1000—Section 128 Block 2 Lot 12
Is returned herewith and disapproved on the following grounds:
The proposed construction on this conforming parcel in the Residential R-40 District is not permitted pursuant
to Article IV, Section 280-18, which states;
"No building or premises shall be used and no building or part thereof shall be erected or altered in the
Low-Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of
the Parking Schedule with the same force and effect as if such regulations were set forth herein full."
A rear yard setback of 50 feet and a single side yard setback of 15 feet is required. The proposed construction
notes a rear yard setback of 31 feet and a single side yard setback o
orize Sign ure
Cc:File, ZBA
K
BOARD MEMBERS Southold Town Hall
"?�/Leslie Kanes Weisman,Chairperson OF SoUlyO 53095 Main Road•P.O.Box 1179
ti0 1p Southold,NY 11971-0959
. `Patricia Acampora Office Location:
Eric Dantes C/, -INC Town Annex/First Floor,Capital One Bank
Robert Lehnert,Jr. • �O 54375 Main Road(at Youngs Avenue)
Nicholas Planamento �lyco Southold,NY 11971
http://southoldtownny.gov
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
�i Tel. (631)765-1809•Fax(631)765-9064
RECEIVED
J U L 2 6 201 _+ q:l q a*yu
FINDINGS,DELIBERATIONS AND DETERMINATIO U L 2 6?O11n A
BUILDING DEPT. MEETING OF JULY 19,2018 , [at1
�wr° .T "�+SOLD S thold Town Clerk
ZBA P�P: 7175
NAME OF APPLICANT: Lauris G. L. Rall
PROPERTY LOCATION: 5400 Peconic Bay Boulevard,Laurel,NY SCTM41000-128-2-12.
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type H category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated April 16, 2018. stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated June 26, 2018. Based upon the information
provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records
available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards
and therefore is CONSISTENT with the LWRP.
PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 46,741 square foot parcel located in
an R-40 Zoning District. Property is a rectangular shaped lot with a 100 foot frontage on Peconic Bay Boulevard,
approx. 500 foot side yards, and 112.9 feet adjacent to Great Peconic Bay. The property shares an access driveway
with the easterly neighbor. The parcel is improved with an existing two-story frame dwelling and a one-story
frame garage. All is shown on a survey by John C. Ehlers Land Surveyor dated October 22, 2004 and last updated
April 16, 2018.
BASIS OF APPLICATION: Request for variances from Article IV, Section 280-18 and the Building Inspector's
March 22, 2018 Notice of Disapproval based on an application for a building permit to construct additions and
alterations to an existing single family dwelling; at; 1) less than the code required minimum rear yard setback of 50
feet; 2) less than the code'required minimum side yard setback of 15 feet; at: 5400 Peconic Bay Boulevard (Adj. to
Great Peconic Bay),Laurel,NY. SCTM#1000-128-2-12.
RELIEF REQUESTED: The applicant requests a variance to construct a second floor addition to the existing one-
story residence with partial second story. Proposed second floor addition is to sit above existing structure with a
Page 2, July 19, 2018
#7175 Rall
SCTM No. 1000-128-2-12
rear yard setback of 32 feet where a minimum 50 foot rear yard setback is required by code, and a single side yard
setback of 10 feet where a minimum of 15 feet is required by code.
ADDITIONAL INFORMATION: The existing structure has a partial second floor addition finished in 2002, and
all structures currently contain certificates of occupancy. At the public hearing the Board discussed discrepancies
between the Notice of Disapproval and the survey submitted by the applicant's agent.The applicant's agent was
asked to obtain an amended Notice of Approval (see Findings of Fact below) and to submit a letter addressing
concerns from a neighbor about damage to the shared driveway curbing on Peconic Bay Boulevard and the
possible drainage problems associated with the damage. A letter was received from the applicant's agent dated July
7, 2018 and received on July 9,2018.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on July 5,2018 at which time written and
oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and
surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant
and makes the following findings:
OVERTURN THE BUILDING DEPARTMENTS DETERMINATION
1. At the public hearing the Board discussed discrepancies between the Notice of Disapproval which cites a
non-conforming 10 foot single side yard setback and a 32 foot non-conforming rear yard setback,while the
survey submitted by the applicant's agent by John C. Ehlers, Land Surveyor, last dated 04-16-2018, notes
a non-conforming 12 foot side yard setback and a non-conforming 31 foot rear yard setback.
2. The applicant's agent was asked to obtain an amended Notice of Disapproval from the Building
Department to correct the discrepancies. An amended Notice of Disapproval dated July 5, 2018 was
received by the Board that corrected the rear yard setback of 32 feet to 31 feet, per the survey, but
continued to determine that the side yard setback is 10 feet not 12 feet.
3. Faced with an ongoing discrepancy, the Board accepts as accurate the measurements cited in the survey
drawn by John C.Ehlers,who is a licensed land surveyor.
4. Therefore the Board will render its variance decision based upon said survey and overturns the Notice of
Disapproval for the non-conforming single side yard setback of 10 feet noted therein.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on July 5, 2018 at which time written and
oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and
surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant
and makes the following findings
1. Town Law $267-b(3)(b)M. Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The neighborhood consists of non-conforming parcels of
similar size, (approximately 100 feet wide by 500 feet long along the waterside of Peconic Bay Boulevard) and
developed with single family residences. The subject dwelling sits more than 300 feet from Peconic Bay Boulevard
and cannot be seen from the street. The homes on either side of the subject dwelling are more landward so the
proposed partial second floor addition over the existing footprint will have little to no visual impact on adjacent
neighbors
2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The existing dwelling has a non-conforming 31 foot
Page 3, July 19, 2018
#7175 Rall ,
SCTM,No. 1000-128-2-12
r
setback from the rear yard property line along Great Peconic Bay, and an existing 12 foot non-conforming side
yard setback on the east side of the property. Therefore, any expansion of the home on the south east side would
require area variances.
3. Town Law $267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 38 %
relief on the rear yard setback and 20% relief from the side yard setback. However, the subject residence shares an
access road with the adjoining property to the east which increases the distance between their side yards and the
second story addition, and all propose construction is within the existing footprint of the subject dwelling.
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 obtain a permit from,
the Southold Town Board of Trustees.
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 the proposed second floor addition 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 Acampora, and duly
carried,to
OVERTURN THE BUILDING INSPECTORS amended Notice of Disapproval dated July 5, 2018 and accept
as accurate the setbacks noted on the 'survey by John C. Ehlers Land Surveyor dated October 22, 2004 and last
updated April 16, 2018 and
GRANT THE RELIEF as shown on the survey by John C.Ehlers Land Surveyor dated October 22,2004 and last
updated April 16, 2018, and the architectural drawings stamped by Mark Schwartz, Architect, last revised January
22,2018, and labeled T-1 and A 1-A 5 .
SUBJECT TO THE FOLLOWING CONDITIONS:
1. The applicant must comply with Chapter 236 of the Towns Storm Water Management Code.
2. The applicant must repair/replace any damage to the shared driveway occurring during and after
construction.
3. During the construction process, the applicant must ensure continuous access to the neighboring property
to the east via their shared access driveway.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit and may require a new application and
public hearing before the Zoning Board of Appeals.
Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any current or future
e
d Page 4, July 19, 2018
#7175 Rall
SCTM No. 1000-128-2-12
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of
Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a
subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such
variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,
grant an extension not to exceed three (3) consecutive one(1)year terms.
Vote of the Board: Ayes:Members Weisman (Chairperson),Acampora,Planamento and Lehnert. This Resolution
was duly adopted (4-0). (Member Dantes was absent)
l
CL
11a6 4
Leslie Kanes Weisman
Chairperson
Approved for filing /�� /2018
7
.NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Environmental Permits,Region 1
SUNY rl-Stany Brook,50 Grde Road,Stony Brook,NY 11790
P:(631)444 03651 F•(631)444-0360
WWW CIC(..IIY.gov
LETTER OF NO JURISDICTION
TIDAL AND FRESHWATER WETLANDS ACTS
August 22, 2018
Mr, Lauris G.L. Rall
P.O. Box 325
Laurel, NY 11948
Re: ®EC#: 1-4738-01687/00007
Rall Property
5400 Peconic Bay Blvd.
Laurel, NY 11948
SCTM# 1000-128-2-12 & 23
Dear Mr, Rall:
Based on the information you have submitted, the New York State Department of
Environmental Conservation has determined that:
The portion of the referenced property which is located landward of a functional
and substantial man-made structure (a bulkhead) greater than 100' in length,
constructed prior to 8/20/77, as evidenced on Aeroimage Photograph: Exposure
#66-1890, and as shown on the survey prepared by John C. Ehlers last revised on
December 10, 2004, is beyond the jurisdiction of Article 25 (Tidal Wetlands). In
addition, your proposed project, to construct a second story on an existing single
family dwelling, as shown on the referenced John C. Ehlers survey, is located
more than 100 feet from NYSDEC-regulated freshwater wetlands. Therefore, no
permits are required under the Freshwater or Tidal Wetlands Acts (Articles 24 and
25 of the Environmental Conservation Law)
Be advised, that all construction, clearing, sedimentation, or ground disturbance of any
kind must remain more than 100 feet from the freshwater wetland boundary and must
remain landward of the tidal wetlands jurisdictional boundary, as indicated above. It is
your responsibility to ensure that all necessary precautions are taken to prevent any
sedimentation or other alteration or disturbance to the ground surface or vegetation
within Tidal or Freshwater Wetlands jurisdiction which may result from your project.
Such precautions may include maintaining adequate work area between the wetland
jurisdictional boundaries and your project (i.e. a 15' to 20' wide construction area) or
erecting a temporary fence, barrier, or hay bale berm.
1 N'FWY0RKDepartment of
4ror[11r
Environmental
�'1.5• Conservation
t
4 R
4 This letter-shall remain valid unless site conditions change.
In addition, your check #280 for $200.00 is being returned with this letter as we currently
do not charge a fee for jurisdictional determinations.
Sincerely,
George W. Hammarth 7
Permit Administrator
sla
cc: Michaef A. Kimack
MHP
BOH
:c ~A
Scott A. Russell ,�a°Su '� STOR IM[WA\T)E K
SUPERVISOR �T �T
� z I��1[A\1�A\�G�]EI��I[]EI�'7C'
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
SEP. 1 2,,® I ( TO BE COMPLETED BY THE APPLICANT )
DOES THIS 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.
❑Rf B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑V C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! 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 with your Building Permit Application.
APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date:
District
NAME:
� `Z �z®
Krim) Section Block Lot
FOR BUILDING DEPARTIMENT QSE ONL Jr
Contact Information. �/� b 0,/ "
d,pho Numbed
Reviewed By: /1
DVIe: Ok—Ab—'�O
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — —
�
}7 Approved for processing Building Permit.
(�G/el f.4Y AL W$ Stormwater Management Control Plan Not Required.
Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review)
FORM * SMCP-TOS MAY 2014
APPLICANT- S.C.T.M. #: 1000 o-� x CHAPTER 236
(property Owner,Design Professional,Agent,Contractor,Other) —
Stormwater Management Control Plan CHECK LIST
NAME: All C — f'! l Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
— Please Pr,nl �{c The Itcant must provide a Complete Ex lavation and/or Reason for not providing
Date: pp p Explanation
Y' all Information that has been Required by the following Checklist!
�lynalurc Tcleplwnt NumEer
I. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here
show all of the following items: If you need additional room for explanations, Please Provide additional Paper.
a. Location & Description of Property Boundaries
b. Total Site Acreage.
c, Existing-Natural & Man Made Features within 500 L.F.
of the Site Boundary as required by §236-17(C)(2). - I Shall imelude but not be k4ted-to
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water.
e, Limits of Clearing & Area of Proposed Land Disturbance.
f. Existing& Proposed Contours of the Site (Minimum 2'Intervals)
g. Location of all existing & proposed structures, roads,
TOWN OF 80tTIHOLD
driveways, sidewalks, drainage improvements &utilities.
h. Spot Grades & Finish Floor Elevations for all existing&
proposed structures.
1. Location of proposed Swimming Pool and discharge ring. DRAINAGE INSPECTIONS ARE REQUIREE)
j. Location of proposed Soil Stockpile Area(s). _
1560 befalre
k. Location of proposed Construction Entrance/Staging Area(s).
I. Location of proposed concrete washout area(s).
M. Location of all proposed erosion&sediment control measures. 0 ralnage as been ins a e
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture,store,and Infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 inch
rainfall/storm event.
3. Details&Sectional Drawings,for Stormwater practices are required for approval.
Items requiring details shall include but not be limited to:
a. Erosion & Sediment Controls. f
b. Construction Entrance & Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. Leaching Structures (e. . infiltration basins,swales,etc.)
FOR ENGINEERIN" EPAR lE USE ONLY
1 ❑ Additional Information is Required.
Reviewed & 1 Stormwater Management Control Plan is Not Complete.
" Approved By: — - - - - - - — — — — — — — — — — — — — — — — —
® Stormwater Management Control Plan is Complete. ,
Date:
SMCP has been approved by the Engineering Department.
FORM * SWCP Check List -TOS MAY 2014
gQEFdLK �, RTMENT- Electrical Inspector
p WN OF SOUTHOLD
~�
�
Town 5H�b!Anl'
54375Main Road - PO Box 1179
v • JAN outhold, New York 11971-0959
d1p1C Telephone;- 631) 765-1802 - FAX (631) 765-9502
> � `�� c hert c�town.southold.ny.us
TOWN 0 vs
APPLICATION FOR ELECTRICAL INSPECTION
- ---- ---------- -- ---- --- --- -- - - -- Date: - - --
REQUESTED BY: -
Company Name:
Name: G(,),4/z, zi C�
License No.: sig X!�- email: �� c� tr , cj.
Address: ;� i v -
Phone No.: 91 1 (10
JOB SITE INFORMATION: (All Information Required)
Name: 9A L-�—
Address: -!51,4 oc) OE r,1 t C- aAV aWb. ' /M G.
Cross Street:
Phone No.:
Bldg.Permit email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) o;2 13,�50 Aole?m.J f
o� ��ri-In n�o/�t S 12-,5<',-j O V-41-1 ori/
Circle All That Apply:
Is job ready for inspection?: YES / NORough In Final
Do you need a Temp Certificate?: YES NO 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 N0\
Request for Inspection FormAs
y � U
T1✓RKY I i r~ CuFk I'll-iiIbIl. 5-1095 �1a��►
j'H T. Y; ;� P O_ flax 1 17()
TOWN CLERK L1 � Snulh�il�l Nc�• 1'iirk
��+'I�
Itt:G15fR/�R OF VITAL STAT151lCS 0�.. Fax (S 10 765.1 9�:,
h1 ( ��RRIAGF: OFfICITLIcRlic)nc 161 705.1
:R - '•rJo� .!\`t�
RECORDS MM+AGEMENT OITICEIt _,�// 1
FREEDOM OF INFOR14AT ON OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE
SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 :
RESOLVED that the Town Board of the Town of Southold hereby adopts
two (2) new forms to be used under the Flood Damage Prevent regulations ,f
of. the Code of the Town of Southold: "Floodplain Development, Permit
l/Y plication" (FDP(93) ) , and ;'Certificate of Compliance f,4r Develc•pment in
Special Flood Hazard Area (C/C(93) ] .
.J I
6i✓V. Dr-FT
TOW;4 OF SO:JTHOLD
u i/t h T . Te-rr
Y
Southold Town Clerk
August 25, 1993
I
L 11
I APPLICATION
PAGE I of a
TOWN OF SOUTHOLD
FLOODPLAIN DEVELOPMENT PERMIT APPLICATION
This form is to be filled out in duplicate.
SECTION I GENERAL PROVISIONS (APPLICANT to read and si�n):
1. No work may start until a permit is issued.
2 The permit may be revoked if any false statements are made hcrcin.
3. If revoked, all work must cease until permit is re=issued.
4. Development shall not be used or occupied until a Certificate of Compliance is issued.
S. The permit will expire if no work is commenced within six months of issuance.
6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory
requirements.
7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable
inspections required to verify compliance.
8. I,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMEN'T'S TO
_ THIS APPLICATION ARE,TO THE BEST OF MY KNONVLEDGE,TRUE AND ACCURATE.
(APPLICANT'S SIGNATURE) DATE
1
SECTION 2: PROPOSED DEVELOP.IIrIENT (T(--�e complctcd by APPLICA.tT`n
NAME ADDRESS TELEPHQ 11`E
APPLICANT /7 C1� �
BUILDER
.,ENGINEER
PROJECT LOCATION.
To avoid delay is processing the application, please provide enough information to easily identify the project
location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the
distance to the nearest intersecting road or well-known landmark A skcicb attached to this application showing
the project location would be helpful.
FDP(93)
APPLICATION
PAGE 2OF4
DESCRIPTION OF WORK (Check all applicable boxes)-
a.. STRUCTURAL DEVELOPMENT
ACTIVITY STSTRUCTURE TYPE
J
❑ New Structure Residential (1-4 Family)
❑/Addidon ❑ Residential (More than 4 Family)
al/, teration ❑ Noo-residential (Floodproofing? ❑ Yes)
❑ Relocation ❑ Combined Use (Residential & Commcrdal)
❑ DemoGtioo' R ❑ Manufactured (Mobilo) Home (In Manu-
❑ Replacement factured Home Park?. ❑ Yr-s)
ESTIMATED COST OF PROJECT S 7V 1-9
B. OTHER DEVELOPMENT ACTIVITIES:
❑ Fill ❑ Mining ❑ Drilling O Grading
❑ Excavation (Except for Structural Development Checked Above)
❑ Watercourse Alteration (Including Dredging and Channel Modifications)
❑ Drainage Improvements (Including Culvert Work)
j ❑ Roaf%, Street or Bridge Construction
/ ❑ SUFAvision (New or Expansion) j
/ ❑ [dual Water or Sower System J
G Other (Please Specify)
Afinr loin SEC`T'ION 2, APPLICANT should submit form to Local Administrator for review_
,SEC'T'ION 3• FLOODPLAIN DE'T'ERMINATION (To be completed by LOCAL ADMINISTRATOR)
The proposcd development is located oo FIRM Pancl No. , Dated
The Proposed Development:
❑ Is LUI located in a Special Flood Hazard Arca (Notify the applicant that the application
review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED).
4 Is located in a Special Flood Hazard a.
FIRM zone designation is � & E6 c
100-Year flood elevation at the silt is:" R. NGVD (MSL)
❑ Uoavailablc
❑ Tbc proposed dcvclopmcnt is located io a (loodway.
FBFM Pa.ocl No. Datcd
❑ Src Sccuon 4 (or additional instructions
SIGNED DATE
APPLICATION #
PAGE ) OF 4
SECTION 4 ADDITI NAL INFORMATION REQUIRED To he com letcd by L CAL ADMINISTRATOR
The applicant must submit the documents checked below before the appficalion can be processed:
❑ A site plan showLng the location of all cMlrng structures, water bodies, adjacent roads, lot
dimensions and proposed development.
❑Devclopm cut plans,drawn to scale, and specifications,including where applicable: details for
anchoring structures, proposed elevation of lowest floor(including basement), types of water
resistant materials used below the first floor, details of lloodprooFwg of utilities located below
Lhe first floor and details of enclosures below the fust floor.
Also
❑Subdivision or other development plans (If the subdivision or other development cxceeds50
lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations
if they arc not otherwise available).
O Plans showing the extent of watercourse relocation and/or landform alterations_
❑ Top of new fill elevation Ft. NGVD (MSL).
ForNGVD
❑ Floodproofing protection Ievcl (non-residential only) Ft: (MSL).
floodproofed structures,/21pplicant must attach certification from registered engineer or
architect.
❑ Certification from a"reg:gistercd engineer that the proposed activit�in a regulatory floodway
will not result in any increase in the height of the 100-year flood. A copy of alI data and
calculations supporting this finding must also be submitted.
❑ Other.
SECTION S PERMIT DETERMINATION (To be completed by LQCAL ADMINISTRATOR)
I have determined that the proposed activity. A- ❑ Is
B. ❑ Is not
in conformance with provisions of Local Law i , 19_• The permit is issued subject to the conditions
attached to and made part of this permit.
SIGNED DATE
If BOX A is checked, the Local Administrator may issue a Development Permit upon payrnenl of designated
fee
if BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may
revise and resubmit an application to the Local Administrator or may request a bearing from the Board of
Appeals
' APPLICATION W
PAGE 4OF4
APPEALS. Appealed to Board of Appeals? ❑ Ycs ❑ No
Hearing da(c:
Appeals ---
Conditions
SECTION 6• AS BUILT ELEVATIONS fTo be submitted by APPLICANT before Certificate of Compliance
is issued
The following information must be provided for project structures. This section must be completed by a
registered profession.al engineer or a licensed land surveyor (or attach a certification to this application).
Complete 1 or 2 below.
1. Actual (As-Built) Elevation of the lop of the lowest floor, including basement(in Coastal High Hazard
Areasbottom of lowest structural member of the lowest floor, excluding piling and columns) is:
FT. NGVD (MSL).
L Actual (As-Built) Elevation of floodproofwg protection is FT. NGVD (MSL).
NOT y: Any work performed prior to submittal/of the above information is at the risk,6f the Applicant.
� f ,/
SECTION 7• COMPLLANCE ACTION (To be completed by LOCAL ADMINISTRATOR)
The LOCAL ADMINISTRATOR will complete this section as applicable based oa inspection of the projec[ to
ensure compliance with the community's local law for flood damage prevention_
INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES O NO
DATE BY DEFICIENCIES? ❑ YES ❑ NO
DATE BY DEFICIENCIES? ❑ YES ❑ NO
SECTION 8' CERTIFICATE OF COMPLIANCEfTo be completed by LOCAL ADMINISTRATOR)
Ccrtfficate of Compliance issued: DATE: BY:
i
i
Attachment B
! SAMP,iE
/ CERTIF/ CATE PF COMPLIANCE
l 1 i
Hazard Area
for Development in a Special Flood
• TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD A-RE,A
(()SANK MUST RETAIN THIS CERTIFICATE)
PREMISES LOCATED AT: PERMIT NO.
PERMIT DATE
OWNERS NAME AND ADDRESS: CHECK ONE:
0 NEW BUILDING
0 EXISTING BUILDING
0 VACANT LAND
/ l
THE LOCAL ADMINISTRATOR IS TO COMPLETE A- OR B. BELOW:
A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19_
SIGNED: DATED:
B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE #
DATED
SIGNED: DATED:
C /C (93)
5URVEY OF PROPER-TY
51TUATE: LAUREL o
TOWN: SOUTHOLD
SUFFOLK COUNTY, NY
oh
SURVEYED 10-22-2004
AMENDED 11-2Q-2004, 11-30-2004
12-10-2004, DIMS O4-16-2018
5UFFOLK COUNTY TAX # 4 �`• \9�\o\ �,S �G�. S
1000-128-2-12
1000-128-2-23
CERT :qM TO:Lauris G.L.Ran
L.Joan 0.RzU
�n ®ntgage,Inc. o \
Emunrance Company
f
`^9'%` � � is Wy1•�?" \ ��� 9 0
C`
9
�
�! O
x \�
O m exam
5 q p
O
- - '
\ M
r
' 1
z
v OP
, C
a \ °
ti 4 t�J� ,\0
� E�� 9 �O � b•�� QvtP
NOTE5: * 4 i * s�c) o%� 00) -10
\o
MONUMENT FOUND O O� )D� o ()�
o h /ip o0
SF 4 O �� \O •��\` n �� —v Mg adllc—di xeyo§=nay
t D LAN is"/. p � 7 %tlon of seetk 1209,wb-dlv—2,of the
\ New York Stale Edvcotkn Law'
ELEVATIONS REFERENCE NGVD 2q •poly Caples rran the o Wtrnl at thb s vay
s t marked wlthsorlg4nof IIe Iantl wrvn ren
amyee seal talI be coreaeree to t»vola erre
PARCEL 1000-128-2-12 AREA = 42,864 5F OR'O.aB ACRES
PARGELI000-128-2-23 AREA = 318-f-1 5F OR O.OG AGRES ��� sl4y Code of F atke fo La d S.veys odop ed
by the New York Slate Nzclatbn of PrWeeeloml
Land Surveyors Sala certllkotbrt shall run only
to the person for whore the wrvey Is prep�ned,
ord on hls behalf to the title conptay,ggww
TOTAL AREA = 46,-141 SF OR 1.0-7 ACRES a al moaant dtaiel ncdhtreg lelr5dtlentuytloInn tll isutebd FrPC—tit1: ax—
tkaad-
addQWwl FSllWtlons
NOTE A: 10 FOOT R.O.W. SHOWN AS PER DEED JOHN C. EHLERS LAND SURVEYOR
L.5822 G.P. 60 AND L.4586 G.P. 70
6 EAST MAIN STREET N.Y.S.LIC.NO.50202
GRAPHIC, SCAL; III= 44' RIVERHEAD,N.Y. 11901
369-8288 Fax 369-8287 REF.C:\Users\Tohn\Dropbox\04\04\04-305a.pro
5URVEY OF PROPERTY
SITUATE: LAUREL o
TOWN: SOUTHOLD0, �� %S'n" N
SUFFOLK COUNTY, NY �o o\ < s ,
5URVEYED 10-22-2004 ��4 moo' � m w E
AMENDED I I-2Q-2004, I I-30-2004 y
12-10-2004, DIMS 04-16-2018
SUFFOLK COUNTY TAX # o GS °i S
1000-128-2-12
1000-128-2-23 % ' ' \
STUD TO:
L.loan G.RaU � �
�;n�aRrfo¢t�age,l[mc. � °
S¢ewffia¢7Ca e a� \
lnsarss=coapaay
\\ \
i 9• o
%
t , 7 \ \ q cN-\
\ \
t , w
p \ `, S \
, •b
,
N I 'a Ncs �,\\ \
Op s o i >
`�\\ N� ani ►, \O` 0
�' \ \ ,ems \� �•2
Z.
i \ \,
Z O ' \ Q
1 0\00.c• O
ir
cm)I v ml
APP2018 ° °
SOL
y._-7 1-7 ,3 vmee
u
o ca w v
Bldg Dept copy
frorA,ZBA
Final revieWe
ZBAFile#7!7� �q
s
Date: 7/ � � am"
-°o a
C.
'Cp
NOTE5: \U
MONUMENT FOUND 1 * �q Q UO
aear1g'o Ia ll-11 Or and lwl,
ELEVATIONS REFERENCE N6\/D '2cl �'S 5020 O b� o�C walalbn a.a�/�,�SW"Ed.11 ;L .'
� � \0 New York Stale EMcalbn Lar,,'
LAND c\\ " °°a /� on y codes rrom Ina a nal or tw may
9 f .� ,^ ked W n an arl��a a t'�,e lane s�r.,eyarb
O'J � stapes seal shop be core,tlered to be vad true
PARCEL 1000-128-2-12 AREA = 42,864 5F OR OA& ACRES
PARGELI000-128-2-23 AREA = 3,8-17 SF OR O.Oq ACRES (� 9L Doha ar State
ror La=P=swveys adapted
ey the naw York s ore nssaclat an al p aessla�l
LaM 511rveyore Sold aCrtyl[atlolts 61b11 rvn onlyg
!o Ma person for=Na—v is pr;=-"
aid an Na IzMll to!b ¢le conpay,
TOTAL AREA = 46,7741 5F OR 1.0-7 AGRE5 'O't f and landvg "lanes Isles man ane
gneee of the lemnng addt bn,c t t tik
pais are fm
tlanSleraUle to aOeCloml Kst6ullols
NOTE A: 10 FOOT R.O.W. SHOWN A5 PER DEED JOHN C. EHLERS LAND SURVEYOR
L.5822 G.P. 60 AND L.4586 G.P. 70
6 EAST MAIN STREET N.Y.S.LIC.NO.50202
GRAPHIC SCALE Ill= 40' RIVERHEAD,N.Y. 11901
369-8288 Fax 369-8287 PM.C:\UsersVohn\Dropbox\04\04\04-305apm
REVISIONS:
Lotig,name II/Z17
ermu Set 12/4 17
Mfi'stwVa ISA Set 12/7/17
Nordin1/22/I6
w r Cr
ava
M,6
NOW
2roOrc �
Pi�t11w1�"� ..'� j[Gr�. !11 . jjrrL�Gg)■
0
0 0
00 000 Oo o u Op
p o r�.
0 0
^ p
0 o O 0 COmpt a ,2.8%B.tter Th..COG. Maximum lour SHGC:0.34 4A!72 our UA:70 ,Maximum StIGC:0.40
� o o •� Op O o ° 00 0 4
o pp p
0 00 o po0`Do ° m oo ° opo o 0 0° v O g o 0 0 -
°Q:L B 0 -
°
-1-a.sye 00 0 0 op t N
O O
0 0 � - U V]
p -
00 0 $ 0°00 .:o o. o� •D _
REVISIONS:
Roo.nune 111/2/17
emit Set 12/4/17
BA et 1 7 7
or n 1
R\HALF WALL
`FRONT DECK HALF WALL
UP — = 7-4" 12'-5"
FRONT DECK
EXISTING _ _
BATHROOM UP 7-4"
------- 7-4"X11'-7
EA: 65 Sq Fr LINE OF FLAT CLG
7-9'CLG HOT EXISTING
UP ---------- ------------- - BATHROOM U ,03
,.y.,
I I_I EXISTING EXISTING ——————— 7-4"X 11'-T �-+ 5.
1 1 1 ts
iJ BEDROOM BEDROOM b EA 85 Sq Ft LINE OF FLAT CLG N y
12'-5"X 16'-O" i9 7-9"CLG HOT
AREA: 199 S9 Fr UP ry,
AREA 188 59 Fr my �,;�M;;:: ;N .2"' ::S i '�I@I�r',j •--�
EXISTING
BEDROOM
12'-10"X 16'-O" t4 L? , m q$ i y ! ; �
Syu"I' ,"�' '�I 'tt• �j r--I
CATHEDRAL CEILING I "'REP•' 1� I' �s r 'Ir '�,; 1 �a' O w 03
EXISTING I .?. '; 6 4 k a
LINE OF—.-� STORAGE 13'5"CLG HOT ,gp�t n .sGa'I+;''s`i;% "�p'r' W W 5
COVERED 7-4"x 4'-1• I O ,`R ?'f ` �7rrl� h�" 9 A. �u� 5 (� Ul Q
ENTRY ry-; .AREA: 30 5A.Fr `t i i� ',r�,,�E•�., + k.��t' p a£d �,:'hi a i ,c� S p(j.
12'-10" 7-4" EXISTr 11ING �•, r +, t;a t O O
LINE OFCOVERED
A 4 I." r: 3�1 .1'1+: �'7C) " Ian dyp!N OtD
1^' STORAGE f c tv1 �4i�Z a �� iO-
I ENTRY '�/`— 7-4"X 4'1" Ft P sp tlh h a n �y
EXISTING [�] AREA 30 5A.F* `tr r, L,
23'-70 I 12'-10" 7.4" N,•i w.,,f ,.
C�
n:n:o- ,ll::.,: ;prjj�5;,�r.:geP,r.•, •�i.�:^',;;;i:h�;; EXISTNGSLIDINGGLA55 �
BATHROOM I nits;:ai :.;,,',,i:"`;.ao-i;;sa; •v;::: ^tu, p.g;r
FRONT ENTRY I :%e,;:.f;r•;'i'.ii,;:!nsdb.;;g'':;p, :.:,';'`', DOOR TO BE RELOCATED
X 4'-11" I TO MASTER BEDROOM
UP — sq Fr I I ABOVE AND REPLACED
EXISTING 23'-7� WITH NEW FWG 8068 X
FLAT CEILING—►il t—CATHEDRAL CEILING FRONT ENTRY BATHROOM SLIDING GLASS DOORS
7-7'CLG HOT i 12'-9"CLG HOT I - W
10" BRICK CHIMNEY �p EA, a -11
<t I ADD FLOOR JOISTS IN
EXISTING 4 F I HATCH AREA TO ALIGN
HWH W D I LIVING ROOM FLAT CEILING i-. CATHEDRAL CEILING WITH EXISTING
I 23'-7'X 14'-4" I 7-9"CEILING HEIGHT
I °d I 7-7'GLG HGT I 12'-9"CLG HOT
b EXISTING I AREA. 338 sq Fr 10
BRICK CHIMNEY
EXISTING
r FOYER I HWHF ]W D I LIVING ROOM
5'-10"X 7-0" I
4R � 41 5q Fl I I 23'-7'X 14'-4" d
ON j EXISTING I AREA, 336 sq Fr .—w
fh FOYER i N
3'-10'X 7-O
ct
R al 41 sq Fr ON
® I I W
I .v
I .ti
I
I �
I
WINDOW HIGH
IN WALL03
EXISTING
WINDO
5" W HIGH
O-� KITCHEN UP EXISTING REAR DECK IN WALL
11'- X 14'-O"
AREA: t6o 5q Ft Ln
0° EXISTING
0 KITCHEN UP EXISTING REAR DECK
11'-5"X 14'-O"
EXISEXISTINGAREA 160 5q Fr
DINING ROOM in
0 0
14:.2"X 15-1"
AREA 202 Sq F, p
EXISTING
0 o DINING ROOM in ,[ o
14'-2"X 15-1" to x
AREA 202 Sq Fr 0.L
o
n EXISTING FIRST FLOOR PLAN
Scale:1/4"=1'-0"
n PROPOSED FIRST FLOOR PLAN N w 3
Scale:1/4"=1'-0" P,
U �
W �
EXISTING FIRST FLOOR AREA: 1,519 Sq Ft PROPOSED FIRST FLOOR AREA: 1,519 Sq Ft
Ux
Bldg Dept copy from ZBA
Final reviewed documents
ZBA File#10",
Date: /11
DRAWN:JM MS
SCALE:AS NOTED
JOB#:
SHEET NUMBER:
A- 1
REVISIONS:
enmt et
BA Set
or m
33'-11"
EXISTING SLIDING GLASS PROPOSED CXWI5 ANDERSEN
BALCONY DOOR TO BE REMOVED AND WINDOWS OR AS SELECTED
REPLACED WITH RE-LOCATED
SLIDING GLOSS DOOR FROM r—EX T BALCONY—� BY OWNER
——— ———— ——————
BEDROOM BELOW LINE OF EXISTING 2ND STORY
EXISTING DECK TO BE REMOVED
t6-2 UPPER DECK G 5 G 5 Gx v5 14"'�
----- PROPOSED CXWI5
111-5 1/21,X 9'-91/2" � , 2)2 X 8 2)2 X 2)2X&
AREA n2 Sq Ft I END CABINETS TO BE OF I ANDERSEN WINDOWS
SIMILAR HEIGHT AS 12'6 Y I II i OR AS SELECTED BY
ADJACENT OPEN SHELVING jj i N OWNER In
UNIT,PROVIDE DOORS FORADDITIOLINE OF- -I 147 �y?¢+TER BEDROOM j
U v
SPACE NAL STORAGE 2,-O„ EXISTING j IN II 5
RIDGE Aroa:332 Sq FrOPEN SHELVINGDRAWER UNITAPPROX Vend, : 32%EXISTING NI-________rtrsee:25.00,or a 5..775q Ft____J X
5'-0"TALL TO BE 2 7" I u I
MASTER BEDROOM DETERMINED BY OWNER I I ry16'-2"X 18'-3' CENTER ISLAND IN DRESSING iiIDGE LINE fAREA: 295 Sq Ft ' I� ®16"O.G. mROOM TO BE APPROX.2'-7' 3 __� __ / 1- / ' 111-7/ " . RRcnWIDE X 19-2LONG WITH 12 b LOSET WALL TO 1, t7
EXISTING DRAWERS 3'-O"WIDE BY 16" 18,- 1�+ nE 6-7 FOOT HOH,iC(LESRESTORY WNDOWSTING CLOSET WALL AND X
CLERESTORY 3 EA II 22g ON-STRUCTURAL I,II KALLABOVE TO BE REMOVEDDEEP 6 ON EACH SIDE. U n ABOVE I CABINET WORK TO BE SAME z --�F-- I / 2 X a C) � 'IQ .�(INCLUDING MATERIAL AND Ficp 16"o.c� Ii �—EXISTING N m V)SET AT 10'-0i L.———�I SKYLIGHT X �COLOR)AS THAT USED FOR 9" ii I 9'NEW VANITY IN MASTER A II ABOVE FIN RLR TO BE F•ti w U
—————————————— BATHROOM.VANITY SURFACE I "d
n I j REMOVED U ,..�
\ /I AND SURFACE OF DRESSINGm t/�/] 0
ROOM ISLAND TO BE THE I 11 �j O O
\ / I SAME MATERIAL AND COLOR P'""BARN" I
Q 0 Q
END CABINETS TO BE OF DOOR I rtl +-+ y~ C:8
\ / f SIMILAR HEIGHTAS a•t
/ �—LINER ADJACENT OPEN SHELVING D2 26 ADDITIONAL CLERESTO I
FLOOR
/ I UNIT,PROVIDE DOORS FOR w 'RAIN"SHOWER WINDOWS
BELOW FRAMELESS
ADDITIONAL STORAGE U HEAD ABOVE �� �'CS
\ / I SPACE 00 Q GLASS EXIST03
ZQ U- a DOOR WALL W/ EXISTING SKYLIG T
:1 zBORROWE 30'HIGHOPEN _
�� /\ I ROOM TBELOW G 6 w LIGHT TO WALL I W
��
EXISTING AREA 134 Sq Ft / \ I H O -0. SHELVING REMAIN LOFT OPEN TO LIVING
MASTER BATH / \ I N FOR LINENS EXISTING I ROOM BELOW
ll'-7'X 11'-11" \ I O CHIMNEY 9'-11'X 14'-8" f i
AREA: 134 Sq rt
AREA. 13g sg Fr / \\ i G-O"LONG FREE-STANDING MS 7R BATH n X 111-111, EXISTING
/ \ SOAKING TUB EXTRA DEEP AREA: 138 Sq Ft EXIST t
O BORROWS
/ \ I (TO BE SELECTED BY LIGHT TO SKYLIGHT I
OWNER 11'.7' LINE OF FIRST
/ \ ) REMAIN I FLOOR BELOW
I ,
/ ——————————\ DOUBLE SINK VANITY -11
TO BE SELECTED BY M
DN OWNERI U W
OPAQUE FRAMELESS f.t (
GLASS PARTITION WITH I ON U
DOOR AT TOILET ROOM j RAILING A
TRIMME •� U
OPEN TO---�---� , OPEN G •"'�
KITCHEN I i RAILING O
BELOW f FSI
^�- 03
OPEN TO 12'-7' CC3 p•„7
KITCHEN I h+Ni
BELOW j
EXISTING j
BEDROOM BALCONY
12-7 X 12'-7j EXISTING
AREA 1675qA r IBEDROOM n i BALCONY
-------------------------- 121-7"X 12'-7
I
AREA- 167 Sq Fr
� C
� O
x
O.4
"
IL ��' W�A
1 EXISTING SECOND FLOOR PLAN n PROPOSED 5EGOND FLOOR PLAN INDICATES EXISTING WALLS TO REMAIN �
INDICATES EXISTING WALLS TO BE REMOVED
EXISTING SECOND FLOOR AREA: 004.8 Sq Ft PROPOSED SECOND FLOOR AREA: 1,146.1 Sq Ft INDICATES NEW WALLS N W 3
5D INDICATES SMOKE DETECTORS,ALL OF WHICH MUST
BE INTERCONNECTED THROUGHOUT THE HOUSE AS
PER SECTION 8314 OF THE NYSRC
OINDICATES CARBON MONOXIDE DETECTORS PER
co SECTION 315 OF THE NYSRC AS MODIFIED BY THE NYS
SUPPLEMENT.
WINDOW SCHEDULE
H
WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG# SQ.FT.GLASS U-VIAL VENTILATION CLEAR OPENING REMARKS QTY � �y
WI 2'-11 15/„'X 4'-11 7,3 3'-0Y2”X 5'-0 3/B CASEMENT ANDERSEN CXW15 12.10 0.32 11.50 11.50 EGRESS 7
U �
DOOR SCHEDULE Idg Dept copy from ZBA
final review^ed doydmefIts
DOOR DOOR SIZE DOOR ROUGH OPENING DESCRIPTION MANUFACTURER MFG# 90.FT. U-VAL CLEAR REMARKS BA Fllf 41 I r ._
TAG GLASS OPENING ate;
D1 7-11 Y4"X 6'-7 Y2' 8'-0"X 61-8" GLIDING PATIO DOORS ANDERSEN FWG 8068 34.30 033 21.00 OR AS CHOSEN BY 1
OWNER
DRAWN:JM MS
02 2'-6"X 6-8" BARN DOOR(SLIDING ON TRACK) 1 SCALE:AS NOTED
JOB#:
SHEET NUMBER:
A-2
REVISIONS:
atm name
Permit Set 112/4/17
BA Set 112/7/17
Wording
AREA OF NEW SECOND STORY ALTERATION
CLERESTORY
_ _ WINDOWS TO
u n w l BE REMOVED
EXIST EXIST EXIST EXISTV
- - -"44- - - - - _ EXISTING SLIDING
GLASS DOOR TO
== i I BE REMOVED � ,
t EXISTING W O
❑ ❑ ❑ XI5 XIS LL_— j I j SKYLIGHT TO dj 0
_ _i BE REMOVED ;:4 >
EXIST GXW1 XWIS CXWI W1 =
8 W
NEW WINDOWS
-- - - -- - - - TO BE SELECTED P4 O, O
BY OWNER O P,BRUN
EXIST 4'j 88 �
EXISTING SIDE r� bp
BALCONY TO C)
REMAIN !� �
EXISTING SLIDING DOORS
TO BE RELOCATED AND N W
NEW SLIDING DOOR UNIT TO '~
BE INSTALLED
=JL LU I I �[E_ JI
X15T �U�Izl
�LSi _]
T �L.T] EXIS X15T EXIST FWG8068
OR AS SELECTED
EXISTING REAR ELEVATION n PROPOD REAR
ELEVTION
SEBY HOMEOWNER
2
Scale:1/4"
m,
o
.—t
Cd
C� a
AREA OF NEW 2ND FLOOR ALTERATION Co
RAISED RIDGE N
M � O
O
j EL.F 10
Rr'Y EHEI-HT—
LINE OF EXISTING
ROOF TO BE .. x CCaao
REMOVED
r "c
EL.A9-3 1f)
c4 d F v
°[w3
1L..16� R.
SELOE�ON F-O F_OOR�L4TE NGT � SEGOND FLOOR RL4TE HGT Y
LINE TO BE EXISTING
T
ROOF I EXISTING SLIDING GLASSIT
nn
DOOR TO BE REMOVED AND fel
REMOVED /� RE I I TE RIM REPLACED WITH RE-LOCATED
BE OM LO (7-9"WIDE X 7-9"HIGH) r��VII//,
NEW WINDOWS WI5 CXWIS CXW15 SLIDING GLASS DOOR FROM W cC(T�5
TO BE SELECTED I BEDROOM BELOW
BY OWNER
j
SEE=
"D
SECG�D FLOOR FIN 7L -----_--_ -- -- __ -- --
EL.4-9 EXISTING B ONY TO REMAIN EN,
F.RST7FLOORRNGLG---_------- I-y
W
EXIST Fli
XIST EXIST EXIST
EXIST EXIST U
TOP OF REAR DECK FRONT ENTRY TOP OF REAR DECK FRONT ENTRY
FIRST FL OR FIN FLR
EL-3 NIP-
-4. IN!JM/MS
fvvaox GRADE ELVATION SCALE.AS NOTED
JOB#:
n PROPOSED LEFT SIDE ELEVATION n PROPOSED LEFT SIDE ELEVATION Bldg Dept copy from ZBA
ZBA Fee reviewed tents
SHEETNUMBER:
ilFinal
Scale:1/4"=1'-O" Scale:1/4"=1'-O"
Date:_7 A-3
REVISIONS
Room nine 111/2/17
PermitSet 112/4/17
A Set11217/17
Wording
pU'
Wp_
O°C
PROPOSED RAISED RIDGE IN THIS AREA w
�QN
K
- U
EXIST EXIST EXIST EXIST EXIST
EXIST N �
r/1r
S. O
Ct
oW
0
EXIST EXIST EXIST EXIST
[i t
Lu
IT
W
PROPOSED FRONT ELEVTION n PROPOSED FRONT ELEVTION
2 Scale:1/4".1'-O" Scale:1/4"e 1'-O"
U
W O ;--4
al
CD
QI F�-1
0
e G 6
m O
O\ Ol V
X 7
P]iT M O•�
w w
PROPOSED MASTER o
BEDROOM ALTERATION w
N u
LEXI5 EXI5 EXI5
civ ar 6 d
owl
a
U �
W �
[,X,-,TEXIS
Xf5
TOP OF REAR DECK Xf TOP OF REAR DECK F
11H MH I I] liwi
n PROPOSED RIGHT SIDE ELEVATION
ROP4"POSED RIGHT SIDE ELEVATION
Scale:1/
Bldg Dept copy from ZBA
Final reviewed dnFnments
ZBA File #-G17)� DRAWN JM NIS
Date; 1 l SCALE:AS NOTED
JOB#:
SHEET NUMBER:
A-4
REVISIONS
e tort et
- et
or nG
RAISED RIDGE 235#FIBERGLASS ROOF SHINGLES
15#FELT
3/4"CDX PLYWOOD SHEATHING
2 X 10 RIDGE
12 CONTINUOUS RIDGE VENT
1 4 13/4"X 11 7/8"TJI ROOF RAFTERS 0)16"D.C.
SIMP50N H3 FRAMING ANCHORS®16"O.C.
LINE OF ROOF AND 2 X 4 COLLAR TIES(V 48"O.C.
\ UPPER DECK TO BE R-30 BATT INSULATION/R-40 CLOSED CELL SPRAY IN5UL®SLOPE
REMOVED 2 X 8 CEILING JOISTS CP 16"O.C.
\_15XISZNG SLIDING GLASS 1 X 6 FASCIA BOARD
CLERESTORY 1 1\\ •BOOR 7298E REMOVED VENTED SOFFITS(CONTINUOUS)
AND LAUD WITH GUTTERS�LEADERS TO GRADE(TYP.)
DOC LOCATED FROM 1/2"GYPSUM BOARD 0 CEILING
BEDR� M BELOW SIDING TO MATCH N
I I —\ 11 15#FELT U
W.I.C. I III \M R BEDR 1/2"CDX PLYWOOD SHEATHING
_t
MASTER BED ODM �? I = Q I I I �I 12 X 4 STUDS®16"O.C. p
CLOSET I = 3 I I I 1 R-23 CLOSED CELL SPRAY INSULATION (IN WALLS) "d bb
I b N I I I 1 1/2"GYPSUM BOARD CSP WALLS ,
OPEN SHELVING O I r III 1 (2)2 X 4 TOP PLATE
AND DRAWER UNIT N I u l 11 2 X 4 SOLE PLATE ,d
I III ALI N 2 X 4 STUDS®INTERIOR PARTIONS(F 16"O.C.(TYP.)
I — V)
Lt O a'
REMOVED CATHEDRAL a/ "
CEILING IN DOWNSTAIRS O
LINE OF FLAT DRESSING ROOM ALI F BEDROOM O a a
CEILING BEYOND ISLAND WITH = EXISTING SLIDING GLASS
DRAWERS to DOOR TO BE RELOCATED
i F ib TO MASTER BEDROOM GA•"'
BEDROOM STORAGE CLOSET BEDROOM N = ABOVE AND REPLACED
BEDROOM STORAGE CLOSET BEDROOM h J t p WITH NEW SLIDING DOOR +�-+ p
NEW FLOOR JOIST IN THIS to 0 IN THIS LOCATION i-r .�
TOP OF EXISTING AREA TO ALIGN WITH EXISTING
REAR DECK FLOOR AND CEILING HEIGHTS Cl TOP OF REAR DECK
o
EXISTING SECTION 'A' PROPOSED SECTION 'A'
A Scale:1/4"c 1'-0" A Scale:114:'=1'-O"
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SISTER NEW I I 1-3/4'X 11-7/8"TJI 360 RR
ROOF RAFTERS 1 a)16"O.G.
TO EXISTING I m v n
4"THRU VENT
a :3
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N v s v
2'V. W
1R' 1A• 2• 1Y' 14'
,r°I xI 2' r ,
�y I1 W.G. V. V.
T B
SECOND FLOOR
5H".
H I 2' 2 — F.A.I. u
NOTES:
1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40
HOUSE TRAP 2.BELOW GRADE DRAIN PIPES TO BE CAST IRON ,�l
4"X.H.G.I.DRAIN LINE ��
N
TO SEPTIC SYSTEM 3.WATER SUPPLY PIPING SHALL BE COPPER(ASTM 5-42)
4.ALL PIPING TO BE SUPPORTED IN ACCORDANCE WITH SECTION P2605(IRC)
A--Y PLUMBING RISER DIAGRAM x
PR NO SCALE cU)
Q
n ROOF FRAMING PLAN
Bldg Dept copy from ZBA
Final reviewed docyments
ZBA File # �7� DRAWN:JM/MS
Date:-7/ 1-0k /l 0 SCALE AS NOTED
JOB#
SHEET NUMBER:
A-5
REVISIONS'
oom name 1 1
emit Set I M4117
BA Set 112/7/17
NAILING NOTES or m 1
NAILING SCHEDULE (EXPOSURE "B")
1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON CENTER AT THE PANEL
NUMBER OF NUMBER OF NAIL SPACING EDGE. IF WALL SHEATHING 15 NAILED 3"ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER
JOINT DESCRIPTION COMMON NAILS BOX NAILS SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,
OR ALTERNATE CONNECTORS,SUCH AS SHEAR'PLATES, SHALL BE USED TO MAINTAIN THE LOAD
ROOF FRAMING PATH"
RAFTER TO TOP PLATE(TOE-NAILED) 4-6d 3-10d PER RAFTER 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER
CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d 3-10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-10d PER FOOT. OVER \
3.CORROSION RE515TANT 11 GAGE ROOFING NAILS AND 16 ROOF RAFT GAGE STAPLES ARE PERMITTED;CHECK RAFTERS
\ /C 2X-4"WIDER THAN
ROOF AFTERS \ \I / OVER FRAMING RAFTERS
CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) IBC FOR ADDITIONAL REQUIREMENTS.
RAFTER SLOPE: 3:12 (HEEL JOINT) 22-16d 22-40d
3/6 fG LAG BOLT
4:12 17-16d 17-40d \
SPACING FOR RAFTERS,JOISTS AND STUDS.
5:12 14-led 14-40d EACH LAP 4.ALL QUANTITIES ARE BASED ON 16"Or, \ �/ EACH ROOF RAFTER
7:12 10-16d 10-40d SIMPSON L50 ANGLE® /
9:12 AND GREATER 8-10d 8-40d 5.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING EACH OVERFRAMING
4 FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RAFTER
CEILING JOIST LAPS OVER PARTITION(FACE-NAILED) REQUIREMENTS SHALL BE USED. /
RAFTER SLOPE: 3:12 22-16d 22-40d MAIN ROOF
4:12 17-16d 17-40d
5:12
14-16d 14-40d EACH LAP 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONES ATTACHMENT / C / ROOF RAFTERS
7:12 10-16d 10-40d REQUIREMENTS SHALL BE USED. /
9:12 AND GREATER 8-10d 8-40d }
ILED) FALSE VALLEY 45 Z
COLLAR TIE TO RAFTER(PAGE-NA
RAFTER SLOPE: 3:12 7-10d 7-12d CONNECTION DETAIL Ell
CONTINUOUS RIDGE VENT TRIPLE STUD
6-10d 6-12d CONTINUOUS RIDGE VENT ,r
4:12 PER TIE RIDGE TENSION STRAP (2)16d COMMON �j
,r,t2 5-lOd 4-12d �. T.p„ 51MPSON G520®16"O.G. SIMPASON C520 STRAP 916"O.G.
6:12 AND GREATER 4-lOd 4-12d (8)8d NAILS EA.SIDE ,�� SIMPSON 0520®16"O.C. WRAPPED AROUND DOUBLE 2 X 6 NAILS 0 G"O.C.FOR N
�� (6)8d NAILS EACH SIDE SILL PLATE FULL HEIGHT OF STUD
RIDGE BEAM(SEE PLAN FOR SIZE) mid 03
BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END ROOF RAFTERS(SEE �"� RAFTER(SEE PLAN
PLAN FOR SIZE) FOR SIZE) 8 8d NAILS s "E 1 (2)2 X 10 ROOF RAFTERS 0
RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END O (2)/e fD THRU-BOLTS F 2 x 10 SUPPORT .�
FOR SKYLIGHTS
MING 5IMP50N L-80 SIMPSON LU5210-2 HANGER U
WALL FRA RIDGE BEAM(SEE 5IMPSON'H05A"
EACH RAFTER PLAN FOR SIZE) (4)iOd NAILS(2) 1 f�J ANCHOR BOLT // (2)2 X 10 SUPPORT 0 V.)
RIDGE TENSION ®3-O O.G.(MIN 7 / U
TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 2-16d 1 PER FOOT RIDGE DETAIL AT NAILS EACH PLATE EMBEDMENT) FOR SKYLIGHTS •�
CATHEDRAL CEILING STRAP DETAIL :9 °/e"Pl THRU-BOLT RANGESIMP50N LU5210-2 ate., .
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE HANGER
N ACCORDANCE WITH 3.2.5.1.2001 WWF .�-
ALTERNATE IN LIEU OF COLLAR TIES FOUNDATION WALL/FLOOR QI Z
STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24.O.C. FRAMING DETAIL SKYLIGHT DETAIL
z
HEADER TO HEADER(FACE-NAILED) 16d 16d 16"OC ALONG EDGES E
SIMPSON H2 A TRIPLE STUD
TOP OR BOTTOM PLATE TO STUD(END-NAILED) 3-16d 2-40d PER STUD 9)16"HURO.C.NE CLIPS SIMPSON°HD5A"
®16"OAC4 EACH SIDE
BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST OR 2-16d 1'2 2-16d 1.2 PER FOOT 0520 STRAP SIMPSON HD5A
BLOCKING(FACE-NAILED) ®16"O.C. 1, 4, WO BOLTS • 3"X 3"X X:ST.PLATE SIMPSON AB"
FLOOR FRAMING MIN %0 THREADED ROD POST BASE
5IMP50N H2®16"O.G. SECOND FLOOR V
JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST o THREADED ROD
SHEARWALL HOLDDOWN 4 X 4 P05T
BRIDGING TO JOIST(TOE-NAILED) 2-ed 2-1Od EACH END RIDGE/TOP PLATE CONNECTION DETAILS "d
CONNECTION DETAIL CANTILEVER DETAIL •� •�
BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END (2)13/w x 11/B'M,L, �-+
2 X 6 WOOD GAP S!MPSON HD2A •
03
BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK 2 X 4 TOP RAIL SIMPSON H210 HANGER®16" YY O LAG BOLTS®16"O.C. TRIPLE STUD
• l
cd
EDGER STRIP TO BEAM FACE-NAILED) 3-16d 4-16d EACH JOIST TRIPLE STUD 0 G" COMMON NAILS TRIPLE STUD a h-i
L ( ®6"O.C.FOR FULL �
4 X 4 WOOD POST®48" HEIGHT OF STUD (2)16d COMMON NAILS
JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-tOd PER JOIST
2 X 4 BOTTOM RAIL %"0 THRU BOLTS 6'O.G.FOR FULL HEIGHT
CANTILEVER HOEDOWN DETAIL OF STUD �
BAND JOIST TO JOIST(END-NAILED) 3-led 4-16d PER JOIST DECKING SIMPSON HD2A
SIMPSON H-3 HURRICANE r—— HOLD DOWN S SIMPSON O THRU.BOLTS
H02A
BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 2-16d PER FOOT CLIPS(P16"O.G. y"O LAG BOLTS®16" HOLDDO HD2A
P.T.DECK JOIST HOLD DOWN
ROOF SHEATHING D 16"O.G. HURRICANE 5IMPSON H-3
Y�'O THRU-BOLT DBL DECK JDIST HURRICANE CLIP 16" (8)86 NAILS®1"x O.G. O
1 4„ AT P05T AG4 EACH SIDE s
STRUCTURAL PANELS: PANEL INTERMEDIATE SIMPSON U210 s /e"O BOLT X 24"LONG c
EDGES SUPPORTS M AC6 EACH SIDE HANGER®16" ,• cn
O BOLT X 24'LONG N G p
SIMPSON 6520
INTERIOR ZONE 5 8d 10d 4" 6" 4 X 4 POST PORCH/RAFTER/GIRDER STRAP®16"O.G. y
� G V
5IMP50N PB44 POST BASE o
PERIMETER EDGE ZONE 5 8d 10d 4• 4„ CONNECTION DETAIL (8)8d NAILS®1':O.G. b% []� �J C
.q• b d w G/ q
GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" 4" ?`;
z a''•
CEILING SHEATHING � g 5E PLAbo
TE LOAD PATH/FLOOR FIRST FLOOR FIRST FLOOR
t FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN01
GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7'EDGE/10"FIELD v�
,'..,j N • N d v
WALL SHEATHING (4)iii'PJ X 12"LONG 2'-O"X 2'-O'X 1'-O" W 3
PORCH/DEGK/JOIST ANCHOR BOLTS FOOTING(TYP) 0.
STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE CONNECTION DETAIL FOOTING DETAIL
EDGES SUPPORTS
INTERIOR ZONE 6 8d 10d 6" 12"
4'EDGE ZONE 6 8d 10d 6" 6"
ROOF FRAMING SIMPSON 0520 CONNECTOR V
FIBERBOARD PANELS: ROOF FRAMING SIMPSON 6520 CONNECTOR H2 AT ROOF
7/16" Gd 3 3"EDGE/6"FIELD DOUBLE TOP PLATE OR(2)H2 AT ROOF DOUBLE TOP PINE OR(2)
25/32" 8d 3 - 3"EDGE/6"FIELD
GYPSUM WALLBOARD 5d COOLERS Ed COOLERS 7'EDGE/10"FIELD
CRIPPLE STUDS CRIPPLE STUDS u
PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER `rlT'�1
FLOOR SHEATHING 51MPSON ST 2215 CONNECTOR SIMPSON MSTG28 CONNECTOR
HEADER HEADER V �j
HEADER STUDS NOTE: HEADER STUDS u
STRUCTURAL PANELS: UPLIFT CONNECTION 15 REQUIRED AT Q
1'OR LESS 8d 10d 6"EDGE/12"FIELD EACH END OF HEADER AND AT BOTTOM
H
GREATER THAN 1" 10d 16d 6"EDGE/6"FIELD OF HEADER STUDS IN ADDITION TO
4'-O"MAx CONNECTORS AT WALL STUDS AND AT 4'-0'TO 12-0"
TOP AND BOTTOM OF CRIPPLES
I _TI TT IT- I FULL LENGTH FULL LENGTH
I I I I I I I I I WALL STUDS WALL STUDS
II II II II
I rP UPLI I I I SIMPEON ST2215 CONNECTOR SIMP50N MSTG28 CONNECTOR
II NNE OR II I IDRAWN:JM/MS
QUIR Bldg Dept copy from ZBA SCALE:AS NOTED
Final reviewed d9comentS JOB 4:
File# 771
HEADER TIE DOWN DETAILS SHEET NUMBER
Date
A-6
46(d
REVISIONS:
Room name 11/2/17
LQL}D ZONE REScheck Software .Version 4.6.4 BA Set 12/7/17
Permit Set 12/4/17
COr<°'.?LY t:'ITM CMI�Ri'E� 1�'^ .
Wordin 1/22/18
�J!��!++w.�101141Ac �/�/�������++� rr� Compliance Certificate
%'(X !XD T�i�~a Coif..
APPROVED AS NOTED TRUSS PLIXARDN113 REQUIRED Project RALL RESIDENCE
DATE: 41bilB.P.
Energy Code: 2015 IECC
Location: Laurel, New York
FEE: ° BY: ` Construction Type: Single-family
765-1802 8 AM TO 4 PM FOR THE Project Type: addition
NOTIFY BUILDING DEPARIuIEA! AT
Climate Zone: 4 (5331 HDD)
Permit Date:
FOLLOWING INSPECTIONS: ELECTRICAL o
o° o ° ° Permit Number:
1.'FOUNDATION - TWO REQUIRED INSPECTION REQUIRED ° o o ° p� °
FOR POURED CONCRETE o° 0 0 ° ° o Construction Site: Owner/Agent: Designer/Contractor:
2. ROUGH - FRAMING & PLUMBING " ta° ° a o °o
a o 0 5400 Peconic Bay Blvd
3. INSULATION
° ° ° ° Laurel,NY
4. FINAL - CONSTRUCTION MUST ti, o o<ao a o
• o 0
BE COMPLETE FOR C.O. ° _.
SHALL METHE ° ° ° 010 7=77
ALL CONSTRUCTION
°dc
Compliance: 2.8%Better Than Code Maximum UA: 72 Your UA: 70 Maximum SHGC: 0.40 Your SHGC: 0.34
REQUIREMENTS OF THE CODES OF NEW PLUMBER CERTIFh;A TIC, °Q° Q Qo °� oo° c° c O °�'° ° The%Better or Worse Than Code Index reflects how close to compliance the house is bas
ed
on code trade-o8 rules.
ON LEAD CONTENT BEFOF'L °°° " °0 40 ° T provide an estimate or energy use or Cos[relative to a minimum-code home.
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. CER TIFICATEOFOCCUPAh';;) °
0° ° °�°O O0
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4°mo
Envelope Assemblies
SO.^� ° 0_0 CR USED IN WATER otea° ° ° ° o ° oo 0 °SUPPLYSYSTEM CANNOT � Q o
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° ° ° a° °6vo o ° °
_._-----AD. o Ceiling 1 Cathedral Ceiling 146 40.0 0.0 .�._0;g_a0s2
6
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EXCEED OF 1° LE0 °O 00 ° o °COMPLY WITH ALL CODES OF 0�o p ° Ceiling 2:Flat Ceiling r Scissor Truss 346 30.0 0.0 0.035 12
0 0 0 c ° °
NEW YORK STATE & TOWN CODES 0 0 coO ° • c�
- - - - - - c o Wall 1:Wood Frame,16"o.c. 358 23.0 0.0 0.055 13
AS REQU D AND CONDITIONS OF ° ° ° ° •° a° �' o _- ___---_-______ -_
Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 85 0.320 27
° o� •o _ ° °
0 0 SJ 2 •° o 0
SC'�'�HOLD TOWN ZSA Q ° Q ------ - - - - -- °
o ° O SHGC:034
A 0 0 �i - Q
�''�Ut�t!B Il°3�, 0 0 0 0 0 0 ---- - ---- - - - ---- --- -- ° o p Door 1:Glass 43 0.330 14 �
SHGC:0.34 5 U
p•. o °o o Q Q o Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other `�+/!
y, „ i &WATER LINES i�1:E o o aQ calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in
0 - c o o O o• REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
•��� N.Y.S.DEC 1 ;71�1G BEF.01"w CO ti :h i 1� o 00 0 0 0 bA
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OCCUPANCY OR \ /, � ;��: , � � a0 0 � _ ` _ ';� ,� ,.,,�,����, °
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USE IS UNLAWFUL \
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WITHOUT CERTIFICATE f , ode - -
OF OCCUPANCY
T•,,,7/ y / �, , � I /:� t .- v\ y I/ � ft}t;� \ �.,i r� $"'t.�
x Project Title: RALL RESIDENCE Report date: 12/04/17
- .1 - :.z/ 1°"^ \, \i/ Data filename:C:\PROJECTS_2\MKS Arch itect\MKS 0917 048 Ra11Resid\Rall ResCheck•rck Page 1 of 1
Df:A
A INSPECTIONS ARE REQUIRED / �iiti ,\ /\ \1//\ /\ x \
fore /\\ / ' t`k /
at 765-1560 before
\' /
ntzct TOS Engineering
kfil► OR Frovldc Engineer s Certification \ y./ ?1\
Cat � Iled to Code. , r �_ / \
that the drainag�has limen instz / �: = r /Vii\
\
• • � r/\ �t1/ / `kl `t ,��\/C\ ,
exterior 11 htin� � �I, � �, \
X11 ext �
installed,rep'a eed or
h�.11 conform cc3
repaired s X72 Blower door
1�LL RESIDENCE
DEN CE
Mer
to Chap..
of tbe-ToWn Code and ductwork
(RE/4"NR ELEVATION) o
testing required. _ v
R a
CODE ANALYSIS ZONING ANALYSIS ENERGY NOTES NOTE:
� o
OCCUPANCY: Residential Single Family Detached ZONING: Residential"R-40" 1.Calculations are valid up to 5999 degree days. This project complies with the 2015 International Residential Code (IRC), the GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS
20166 NYS Supplement to the Uniform Code, the 2015 international Energy 1. All work shall conform to the requirements of the New York State Building Code;
REFERENCE STANDARDS: SCTM#:1000-128-2-12 2.Certified conformance for Zone 11B. Conservation Code(IECC),the 2016 NYS Supplement to the Energy Code,the q g FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles T1 GENERAL NOTES, CODE REFERENCES,ZONING ANALYSIS, ENERGY CALCULATIONS
2015 Wood Frame Construction Manual FGM 2015), standard 70, all work shall also conform to the requirements of any other Codes and authorities Al EXISTING AND PROPOSED 1st FLOOR PLANS
International Residential Building Code(2015) ) 9401.4, R401.4.1, R402.2, R404.1 AND R408.1 THRU 408.3
Wood Frame Construction Manual AF PA(2015) Dimensional Regulations: 3.Wood framed floors, walls and ceilings shall have an approved "the National Electric Code", and the Zoning Code of the Town of Southold having jurisdiction. The Contractor shall obtain and arrange for all required permits, A2 EXISTING AND PROPOSED 2nd FLOOR PLAN, DOOR�WINDOW SCHEDULES
inspection, certificates and tests. A3 EXISTING$ PROPOSED REAR AND LEFT SIDE ELEVATIONS
Climate Zone:11B Percent of Lot Occupancy: .20 (max) vapor barrier(permeance rating of 1.0 perm) installed on the ASPHALT ROOF SHINGLE NOTES ANCHOR BOLT SIZE AND SPACING: %"0 @ 36"O.C.
Degree Days:5750 Height: 35'-O" "warm in winter"side of thermal jnsulation. 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity A4 EXISTING PROPOSED FRONT AND RIGHT SIDE ELEVATIONS
Min. Lot: 40,0005c; Ft 1. Asphalt roof shingles shall have self-sealing strips or shall be contractor shall have the level of acceptable bearing strata verified in the field. PROTECTION AGAINST DECAY: Refer to Section R319 A5 EXISTING$ PROPOSED SECTIONS, ROOF FRAMING PLAN, PLUMBING RISER
DESIGN LOADS: Width: 150'-0" 4.Windows and sliding doors shall have a max.air infiltration interlocking and shall comply with the requirements of ASTM D-225 A4 NAILING SCHEDULE AND CONNECTOR DETAILS
Roof: 20 psf ground snow load Front: 50'-0" rating of 0.3 CFM per square foot of window area. Swinging or D-346, installed in accordance with sect. r.905.2 3, Concrete has been designed in accordance with ACI 318-14"Building Code PROTECTION AGAINST TERMITES: Refer to Section R320 0
Basic Wind Speed:130 mph Side 1: Min Side yard of 15-0" doors shall have a max. air infiltration rate of 0.5 CFM per Requirements for Structural Concrete".All concrete work shall conform to "
Uplift-31 sf Side Total: 36-0" square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, q BUILDING PLAN REVIEW NOTE: N $; 0
p p requirements and recommendations of AGI-301-16"Specifications for Structural FLOOR SYSTEM: Shall comply with Chaper 5 � �, s~ o
Dead Loads:10 sf Rear: 50-0" stainless, aluminum, or copper roofing nails. Fasteners shall be Town of Southold Plans Examiner shall review the enclosed document for minimum rn W U
p Concrete for Buildings"(fc"=3000 psi);All exposed slabs, and steps shall be acceptable Ian x u
5.Skylight shafts shall have a minimum insulation value of R-19. minimum 12 gage shanked with a minimum 3/8"dia. head, and of sufficient 3500 psi air-entrained. Reinforcing steel shall conform to ASTM A-815 Grade WALL BRACING SYSTEM: Shall comply with Sections 8602.8, 602.10, P P submittal requirements of the Town of Southold as specified in the �o � o .2
Table 8301.4 length to penetrate through the roofing materials and the sheathing. 60 9602.10.10, 9613.2,AND R6i3.3 Building and/or Residential Code of the State of New York. This review does not - So �L Q
Minimum Uniformly Distributed Live Loads 0 6. Garages-front, sides, doors, Interior shall have max. U=,40 guarantee compliance with that code. That responsibility is guaranteed under the seal >< o
to Pounds perSquare uare Foot ( 3.Asphalt roof shingles shall have the minimum number of fasteners as WINDOW ANCHORAGE: Shall comply with Section R613.5 and signature of the State of New York licensed design professional of record. That w
( P q ) P�v 4. All framing members shall be Hem-Fir#2 (Fb=850 psi); provide(2)2 x 8 header •ts
N 7.All fireplaces shall be provided with a damper for outside required b the manufacturer. seal and signature has been interpreted as an attestation that to the best of the
Use Live Loads P P P q y over all wall openings, unless otherwise noted, o
combustion air 150-200 CFM. All flues shall have tight seated WINDOW MULLIONS:Shall comply with Section 9613.6 licensees belief and information,the work in the document is: R: w
Exterior Balconies 60l damper with a max. air leakage of 20 CFM. All fireplaces 4. For normal applications, asphalt roof shingles shall be secured to the 5. Micro-lam girders(ML) shall be laminated veneer lumber with E_2,000,000 PSI. "Accurate .5 "
4 shall have tight-fitting non-combustible doors. roof with no less than four(4)fasteners per strip shingle or two(2) Fb=2,800 PSI, as manufactured by TRUS-JOIST McMILLAN. EXTERIOR WALL COVERING:Shall comply with Section 9702.1, 9703.1, •Conforms with governing codes applicable at the time of submisslion � v
Decks 60 ��V' fasteners per individual shingle. R703.4 Refer to Table R703.4 for weather-resistant Siding Attachment and V
Passenger Vehicle Garages 50 � Minimum Thickness. Refer to Table R703.5.2 for Wood Shakes or Shingles. `Conforms with reasonable standards of roctice and with the view to the
g g �a� 2� to 8. The Contractor shall submit the design,size and type of 6. Double frame around all openings, under parallel walls and under bathtubs. Provide g P v v
Attic without storage 10 Q 1 ' mechanical systems which will be used, in sufficient detail, as 5.Asphalt strip shingles shall have a minimum of six(6)fasteners per Simpson hanger connections at all flush structural load bearing conditions. safeguard of life, health, property,and public welfare is the respronsibflity o W
`� required by the Building Department. shingle where the cave is 20 feet or higher above grade or where the FOAM SIDING BACKER BOARD: Shall comply with 9314.2.5 �
Attic with storage 20 '/ dT5 base wind speed is 120 mph or greater. 7. All concrete block shall conform to ASTM C90;Mortar shall be type"M" of the licensee.
Rooms other than sleeping rooms 40 ��''(`�• 9.All thermostats shall be adjustable from 55 degrees to ROOF/CEILING CONSTRUCTION: Shall comply with R801.4 and
g SAFETY GLASS REQUIREMENTS 8. All steel work shall conform to the requirements of the RISC"Specifications for AFPA/WFCM 2001 Refer to Rafter Span Tables 8802.5.1 1 and 2
85 degrees Fahrenheit. P ( )•
Sleeping Rooms 30 n � q P
Stairs 40 S SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall ROOF ASSEMBLIES: Shall comply with 10.All ducts and pipes shall be insulated as required by code. conform to ASTM a-572 (GRADE 50)and A-501. p y th Section 8902, 8903 and 8904. E=04
Guards and handrails 200 /� W
r 1. Any glazing In any door type. 900E SLOPE: Shall comply with Section 8905.2.2
11. HVAC Contractor shall verify heat loss calculations. P Y
�O 9. All electrical work shall conform to local NEC and Underwriters Laboratory 17-
DEFLECTION
DEFLECTION LIMITS: requirements. !:.
Rafters with no finished ceiling attached: L/180 12.All cellar and/or basement doors shall be insulated. 2• Glazing in any walls enclosing a shower,tub, a sauna or steam room". q ASPHALT SHINGLES: Shall be secured to the roof with not less than(4) U
Floors: 1_/36010>. Pre-fabricated fireplaces and flues shall be UL approved. fasteners per strip shingle or(2)fasteners per individual shingle(8905.2.6) 0
13.The Engineer certifies that to the best of his knowledge, 3 Any windows within 24" of a door
Belief, and professional judgement that the plans are in INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread �
WINDOW NOTE FOR LOCATIONS WITHIN 4. Any individual pane of glass with an area greater than 9.0 sq.ft.where the bottom 11. Install smoke detectors and carbon monoxide detectors in accordance with all state and smoke-densityrequirements of Section 8315.
compliance with the Energy Conservation Construction Code and local code requirements. q
ONE MILE OF SHORELINE (August, 7) is less than 18"above the adjacent finish floor within 36"of the window.
of New York State. Au ust,200
12,.The Contractor shall verify all existing conditions before starting construction and INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section
All new windows and glass doors shall meet the requirements of 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0"of the water". R316•
the large missile test of ASTM 1996 and or ASTM E 1.986 shall notify the engineer of any ambiguities or discrepancies before proceeding with
OR 6. Glazing in stairways and landings within 3-0"horizontally of a walking surface"', the work. If any questions arise before or during construction as to the intent or GYPSUM BOARD: Shall conform to Section R702.3.
details of the drawings,the contractor shall call the Architect, Mark Schwartz, at x
The contractor shall provide pre-cut Y2'plywood panels to cover 631 734-4185 for clarification and/or instructions. if the contractor fails to follow
the glazed openings$shall pre-drill edges at 12"o.c. to accept "THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE ( ) MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES:
GLASS IS MORE THA 60"ABOVE THE FLOOR. the above procedure, he shall assume all responsibility for the consequences of his
2-1/2" #8 wood screws and provide adequate number of screws Refer to Section 8307.
for fastening. actions and/or decisions.
O Capt !:
STAIR LANDING:Shall comply with section 9311.5.4 �'N
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2 (1) 13,. The owner shall arrange for supervision of the construction work to ensure PY (� V ���LN Sti✓ 0
compliance with the contract documents.
STAIRWAY: Shall comply with Section R311.5
WIND DESIGN SUBJECT TO DAMAGE FROM HANDRAILS: Shall comply with Section 8311.5.6 n (+
SEISMIC WINTER ICE BARRIER MEAN 14.When using ACO pressure treated lumber all nails, screws, sill plates and wind PY AI,I ,
GROUND -SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE FLOOD AIR FREEZING 9 P P 2 2 2C1$
DESIGN DESIGN UNDERLAYMENT ANNUAL straps must be hot dipped galvanized or stainless steel fasteners.
HAZARDS INDEX P PP 9 c �g ,d r V-OV,
SNOW LOAD EFFEGT5 REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED TEMP � ,. t='
r ��r-.Tr" 7
°F •F 151.Per r302.13 code,new floor joists at basements only(not crawl spaces):unless PROVIDE TRU55 SIGN IN ACCORDANCE WITH ' ` U `.1 �t''
Itre/ft2 MPH using 2x dimensional lumber or microlam joists,1/2"sheetrock must be installed on «`' ''' <�'"�''SF'D a,.�.,
�a,,'
MODERATE TO underside of joists(wood-i joists or steel joists).TJI flak jacket to be used in place PART 1265 OF NYS CODE OF
-►�., 6.---
20 130 YES NO NO 8 SEVERE 3'-0" 11 YES NO 452 52.70 • ----o DRAWN: JM/MS
HEAVY of standard TJI wood-is for exception to code requirement(no sheetrock). SCALE:AS NOTED
JOB#:
SHEET NUMBER:
ZBA SET 1-22-18
REVISIONS:
oomname 11/2/17
ermit Set
A et 12/7 7
Wor in
T/2-2-TI—8
HALF WALL
FRONT DECK
HALF WALL
UP 7-4" 12'-5" FRONT DECK
EXISTING
BATHROOM UP
- - - - - - - 7-4"X11'-7' -- 1-
EA: 85 Sq Ft
LINE OF FLAT CLO =_ —
7-9"CLO HOT — EXISTING Q�
uP - ------------- -- BATHROOM V
EXISTING EXISTING --- - - - - 7'-4"X 11'-7" a
�✓ BEDROOM BEDROOM O I EA: 85 yq LINE OF FLAT GLG N �,
t9 12'-5"X 16'-O" l9 7-9" CLG HGT O
12'-10"X fro'-Q" AREA: 199 5q Ft UPI---Li
V1
I AREA: 188 Sq Ft
I O EXISTING �
T 4 BEDROOM NEW CEILING o o
12'-10"X 16'-O"
Lj 1 l9 HEIGHT TO ALIGN � � W �
AREA; 188 Sq Ft WITH EXISTING W U Z
I EXISTING CATHEDRAL CEILING EXISTING w 3 ,�/
LINE OF �-{ STORAGE 13'-5"CLO HGT O BEDROOM E w �,
7-4"X 4'-l" Li
COVERED TRA AREA: 30 Sq Ft `t I EXISTING AREA;1219 9q Ft
I 12'-10" 7-4 LINE OF O
STORAGE ADD NEW FLOOR J015T �+ a
dP 16"O.G. ALIGN EXIS
COVERED A 1
1 ENTRY AREA: 30941 Ft
I EXISTING 23'_71 12'-10" 7-4" EXISTING SLIDING GLASS �
FRONT ENTRY BATHROOM IA DOOR TO BE RELOCATED
01-4"y 4'-11" TO MASTER BEDROOM +
' UP AEA: 4 5q Ft
I I ABOVE,AND REPLACED
EXISTING I
I 23'-71 WITH NEW FWG 8068 W
FLAT CEILING —moi-+ CATHEDRAL CEILING
I FRONT ENTRY BATHROOM � SLIDING GLASS DOORS
I
7-7'CLO HGT 12'-9" CLG HGT ,
BRICK CHIMNEY I 1 � "X 4'-11" I ADD FLOOR JOISTS IN
UP A EA: 4 Sq Ft
EXISTING ( HATCH AREA TO ALIGN
CATHEDRAL CEILING WITH EXIISTING
HWH W D ; LIVING ROOM I FLAT CEILING —�-i� 7-9"CEILIING HEIGHT
23'-7'X 14'-4" I 7-7' CLG HGT
I 12'-9" CLG HGT
O EXISTING l AREA: 338 Sq Ft _10" BRICK CHIMNEY
EXISTING
FOYER HWH w D LIVING ROOM
5'-10'X 7-0"
R : 41 Sq Ft DN EXISTING AREA: 338 Sq Ft
JL FOYER N
i
5'-10"X 7-0"
R . 41 Sq Ft
DN
^' U
I
WINDOW HIGH O
ct
IN WALL
a h—�
03
0 EXISTING d
O WINDOW HIGH
KITCHEN UP 1 EXISTING REAR DECK IN WALL
11'-5"X 14'-0"
AREA: 160 Sq Ft " EXISTING
O ' KITCHEN 1 UP EXISTING REAR DECK
11'-5"X 14'-0"
11-5 AREA: 160 Sq Ft
EXISTING
DINING ROOM m
0 0 142_2"X 15-1"
e o o AREA: 202 Sq Ft
EXISTING N
DINING ROOM in m 4 v g
OO 14'-2"X 15-1„ X PA
0 0 o AREA: 202 Sq Ft ; o +'
0
o °' o`no
14'-2" �oo q, F ZZ
EXISTING FIRST FLOOR PLAN
Scale:1/4".1'-0" U M
ON
ltv "o
n PROPOSED FIRST FLOOR PLAN 0 V
U �
O
cU
EXISTING FIRST FLOOR AREA: 1,510 Sq Ft PROPOSED FIRST FLOOR AREA: 1,519 Sq Ft U)
x
Q ,A
DRAWN: JM/MS
`� ';+
SCALE: AS NOTED
ro 16' d
JOB#:
tip
SHEET NUMBER:
REVISIONS:
Add window 11/2/17
Permit et i /4 17
BA Set 12/ 1
or m 2
33'-11"
W-6" 9'-3" 3'-6" 3-6" 3'-1"
EXISTING SLIDING GLASS PROP05ED CX\X45,ANDERSEN
BALCONY DOOR TO BE REMOVED AND
REPLACED WITH RE-LOCATED WINDOWS OR A5 SELECTED
8Y OWNER
EXI T BALCONY
SLIDING GLASS DOOR FROM -- —+-
- - - - - - - - - - - - - - - - - — - - - - - - - BEDROOM BELOW
� LINE OF EXISTING 2ND STORY
EXISTING
16-2 UPPER DECK 6) ___ CX 5 G 5 C 5 DECK TO BE REMOVED
11'-51!21,X 9'-91/a" 2) 2 X 8 2) 2 X 6 2)2 X 8
AREA: 112 Sq Ft END CABINETS TO BE OF i A DERSE=m PROP05ED WINDOWS .�
SIMILAR HEIGHT AS 12-6 O OR AS SELECTED BY
ADJACENT OPEN SHELVING i w OWNER m
UNIT, PROVIDE DOORS FOR
X
LINE OF - �n ZW. ER BEDROOM EI
U
ADDITIONAL STORAGE 2-O" EXISTING = - I '- " l e"'I
SPACE RIDGE 1 D i Area:332 Sq Ft
Natural Light: 38%>or o 8% (n
OPEN SHELVING/ _
— I I Ventilation: 32%>or o 4% I
DRAWER UNIT APPROX = = --- X
5'-O"TALL TO BE w 2'u7 _
EXISTING -= II � - �---------Egress: 25.00>or=5.7 Sq Ft
MASTER BEDROOM — I DETERMINED BY OWNER ii U
16'-2"X 18'-3" — I �- a NEW RIDGE LINE
CENTER ISLAND IN DRESSING n 1-3/4`1X 11-7/8"TJI 360 RR
AREA; 295 Sq Ft __ JL J L—
ROOM TO BE APPROX. 2'-7' 3 in s-�� irl v 16" O.G.
WIDE X 19'-2" LONG WITH 12 O CLOSET WALL TO
EXISTING I DRAWERS 3'-O"WIDE BY 16" �z 1 -6CI 18'- ! iv - = BE 6-7 FOOT HIGH, CLERESTORY WINDOWSEXISTING CLOSET WALL X
CLERESTORY 3 228 �+ _ = NON-STRUCTURAL D
DEEP 6 ON EACH SIDE. I U cv U
z m=jl s a $q = WALL a X 8 CJ I ABOVE TO BE REMOVED . ,- a
�y ABOVE = i9
CABINET WORK TO BE SAME ��
INCLUDING MATERIAL AND N ° I - — @ 16" O.C.I � � � Imo-- EXISTING
( I CO N N O
I SET AT 10'-�pl I� — _ — SKYLIGHT X .-.,
COLOR)AS THAT USED FOR -9" u 2 9"
A O ABOVE FIN RLR TO BE U
NEW VANITY IN MASTER SD I
REMOVED U `cv� L�
- - - - - - - - - - - - - - � BATHROOM.VANITY SURFACE I I -V
\ / I AND SURFACE OF DRESSING am I II i nj ct
\ / I ROOM ISLAND TO BE THE 8'_p" 2'-6"
\ / I SAME MATERIAL AND COLOR "BARN" O
C) Q
7, END CABINETS TO BE OF DOOR in - J O
i \ /
LINE OF SIMILAR HEIGHT ASL �
U / I ADJACENT OPEN SHELVING 02 2668 ADDITIONAL GLERESTOR
FLOOR
/ I UNIT, PROVIDE DOORS FOR w "RAIN"SHOWER WINDOWS '�O
\ / BELOW ADDITIONAL STORAGE U FRAMELESS bD
3 D GLASS HEAD ABOVE
\ / SPACE a$
0 z WALL W/ EXISTING SKYLIG T
\ OPEN TO LIVING �- DOOR BORROWED30" HIGH
_ LOFT /\ I ROOM BELOW 3 wELIGHT TO WALL
9'-11"X 14'-8" / \ I Z � REMAIN I Q� w
EXISTING / \ O SHELVING
AREA; 134 Sq Ft H 1- _p" OPEN TO LIVING
MASTER BATH / \ I FOR LINENS EXISTING LOFT ROOM BELOW
CHIMNEY 9'-11"X 14'-8"
11'-7X 11'-11"
AREA: 134 Sq Ft
AREA: 138 5q Ft I ></ \\ I MSTR BATH iv II
6'-O" LONG FREE-STANDING 11'-7"X 11'-11" EXISTING
/ \ SOAKING TUB EXTRA DEEP AREA: 138.Sq Ft EXIST
/ \ (TO BE SELECTED BY BORROWE SKYLIGHT
LIGHT TO LINE OF FIRST
(D 0 / \ \ i OWNER) 11'-7" REMAIN FLOOR BELOW
j / \
— — — — — -
- — — DOUBLE SINK VANITY -11
TO BE SELECTED BY M
I O DN OWNER ---------------------- U W
OPAQUE FRAMELE55 i DN
/ GLA55 PARTITION WITH \ N M
DOOR AT TOILET ROOM i RAILING A7.
/ ' W
TRIMME
OPEN TO —I—� / OPENING
KITCHEN I RAILING O
BELOW U
ct
I _ ^ �
`\ KITCHE� i 12'-T h-�
ti BELOW I O
EXISTING
ISD — _ — BEDROOM N I BALCONY
I �
12'-7'X 12'-7' EXISTING
AREA: 167 5q Ft ` BEDROOM N BALCONY
AREA: 167 Sq Ft
14'-2"
v
rn m
JL
o
o
nz0
EXISTING SECOND FLOOR PLAN
Scale:v4"=r-o"
PROPOSED SECOND FLOOR PLAN '
@XSccle:
INDICATES EXISTING WALLS TO REMAINF2 4
1/4"=1'-0" , E
______________= INDICATES EXISTING WALLS TO BE REMOVED � v
EXISTING SECOND FLOOR AREA: 004.8 Sq Ft PROPOSED SECOND FLOOR AREA: 1,140.1 Sq Ft INDICATES NEW WALLS N c, W
SD INDICATES SMOKE DETECTORS, ALL OF WHICH MUST
BE INTERCONNECTED THROUGHOUT THE HOUSE AS
PER SECTION 8314 OF THE NYSRC
INDICATE ARB
S CARBON MONOXIDE DETECTORS PER
co SECTION 315 OF THE NYSRC AS MODIRIED BY THE NYS U
SUPPLEMENT. U
O
WINDOW SCHEDULE
H
WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG# 5Q. FT. GLASS U-VAL VENTILATION CLEAR OPENING REMARKS QTY c�
W1 2-11 15/6"X 4'-11 7/8' 3'-0 Y2'X 5'-0 3/8' CASEMENT ANDERSEN CXVV15 12.10 0.32 11.50 11.50 EGRESS 7
Cv
DOOR SCHEDULE
DOOR
TAG DOOR SIZE DOOR ROUGH OPENING DESCRIPTION MANUFACTURER MFG # GLASS U-VAL OPENING REMARKS QTY i,u'' V_Q Q
V11 s
D1 7-11 Ya"X 6-7 Y2" S-01,X 6'-8" GLIDING PATIO DOORS ANDERSEN FWG 8068 34.30 0.33 21.00 OR AS CHOSEN BY 1 -��
D2 2'-6"X 6'-8" BARN DOOR(SLIDING ON TRACK) OWNER tis DRAWN: JM/MS
SCALE:AS NOTED
JOB#:
" Q
SHEET NUMBER:
A-2 r.�
REVISIONS:
Room name 11/2/17
Fe—ymit-g—et =4/17
79A--S'e—t 12/7/17
or mT7Tf7l8—
w
w
PROPOSED RAISED RIDGE IN THIS AREA w
------------ ------ ---------------- --------
EX15T EXISTEXIST EXIST EXIST
EXIST
C)
0
ct CIO
ct
EXIST EX15T EXIST EXIST
T
]-UE�
PROPOSED FRONT ELEVTION 2 PROPOSED FRONT ELEV71ON
O
C)
cmn
>01 Lmn
L
00
PROPOSED MASTER r--i
BEDROOM ALTERATION 42. 4 'rl,
LO
Ul
EXI.Sl I
EXIS
As EXJ15 EXIS7 C14
- - --- - - --- - - --- - - --- - - --- - - - - - - - - - - - - -- - -
EXIS
EXIST
L-------1 46
15 TOP OF REAR DEGKXIS TOP OF REAR DECK
TH
u
PROPOSED RIGHT SIDE ELEVATION n PROPOSED RIGHT SIDE ELEVATION
Scale:1/4" l'-O"
W4 S
ct
�w DRAWN: JM MS
SCALE: AS NOTED
JOB#:
ir N�
SHEET NUMBER:
A-4
REVISIONS:
d window 1 /2/17
ermit Set 12 17
ZBA Set 12/7-Fl—7
or in 1/22 18
RAISED RIDGE 235 # FIBERGLASS ROOF SHINGLES
15# FELT
3/4" CDX PLYWOOD SHEATHING
12 2 X 10 RIDGE
CONTINUOUS RIDGE VENT
4 1314"X 117/6" TJI ROOF RAFTERS @ 16" C.C.
SIMPSON H3 FRAMING ANCHORS @ 16" O.C.
LINE OF ROOF AND 2 X 4 COLLAR TIES @ 48" O.C.
\ \ R-30 BATT INSULATION / R-40 CLOSED CELL SPRAY INBUL@ SLOPE
UPPER DECK TO BE 2 X 8 CEILING JOISTS @ 16" O.C.
REMOVED
4-I `.4 r 1 X 6 FASCIA BOARD
I -EXISTING SLIDING GLASS CONTINUOUS
CLERESTORY -DOOR TO BE REMOVED VENTED SOFFITS (CONTINUOUS)
AND 1� LACED WITH GUTTERS $ LEADERS TO GRADE (TYP.)
DOORRELOCATED FROM 1/2" GYPSUM BOARD @ CEILING
BEDM BELOW SIDING TO MATCH
15 # FELT N
W.i.C. ( I I MAST R BEDR 1/2" CDX PLYWOOD SHEATHING
MASTER BED OOMI Q 1 I 2 X 4 STUDS @ 16" O.C. r-4p
3 I IR-23 CLOSED CELL SPRAY INSULATION (IN WALLS '.� tD
CLOSET `� I 0 w I I ICo1/2" GYPSUM BOARD @ WALLS (D
C.�PEN SHELVING O I r; � l I � � il� � � (2) 2 X 4 TOP PLATE U r�
AND DRAWER UNIT U) U
ALIv�'N , \ 2 X 4 SOLE PLATE
III I I 2 X 4 STUDS @ INTERIOR PARTIONS @ 16" O.C. (TYP.)
REMOVED CATHEDRAL ¢{ ^
CEILING IN DOWNSTAIRS O
r-+
LINE OF FLAT DRESSING ROOM ALI N EXISTINGTSLIDING GLASS
O a
CEILING BEYOND ISLAND WITHV1 p�
DRAWERS wU DOOR TO BE RELOCATED
YL H TO MASTER BEDROOM
BEDROOM STORAGE CLOSET BEDROOM kb 0) z ABOVE AND REPLACED •r••� �'
1; D p WITH NEW SLIDING DOOR •� C3
BEDROOM STORAGE CLOSET BEDROOM NEW FLOOR JOIST IN THIS w O IN THIS LOCATION
TOP OF EXISTING AREA TO ALIGN WITH EXISTING � ,- w �
REAR DECK FLOOR AND CEILING HEIGHTS Z TOP OF REAP,DECK 00
A EXISTING SECTION A PROPOSED SECTION A'
Scale:1/4"=1'-0"
Scale:1/4".1'-O"
rMM-�
CA
� W
W
N •� U
tai O $
U
ct a
d'
0
1 cn N >~ p
11
1
cp\
SISTER NEW -3/4'X 11-7/8"Til 360 RR p
ROOF RAFTERS 1 @ 16"0.C. x
TO EXISTING 7z
1 ,r,I 4 THRU VENT C, g � N
i 1
1 Lv
Lo UCn
i
14, 1y"
1y"
1 Y21, 1 Y�"E a„ V. V-
T B W.G.
1
WR. _
SECOND FLOOR SHF.A.I. U
NOTES:
2" 2" 4" 1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40
HOUSE TRAP 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON �
C.O.—�- 4" X.H.G.I. DRAIN LINE TO
°�
TO SEPTIC SYSTEM 3.WATER SUPPLY PIPING SHALL BE COPPER(ASTM 5-42)
4.ALL PIPING TO BE SUPPORTED IN ACCORDANCE WITH SECTION P2605(IRC)
, �,,RPPLLLIMBING RISER DIAGRAM
NO SCALE u,
'gA
2 ROOF �
_FRAMING PLAN L��%•� q� �
Scale:1/8" _1'-0" C� ���
A
JjU �kl� ca T,
A> ,c �►'l DRAWN: JM/MS SCALE:AS NOTED
JOB#:
�+�
0'r
�� ` SHEET NUMBER:
REVISIONS:
Room name 1
Band et 4
NAILING NOTES
BA et 12/717
NAILING SCHEDULE (EXPOSURE "B") Word;n 12218
NUMBER OF NUMBER OF 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6't ON CENTER AT THE PANEL
JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING EDGE. IF WALL SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER
SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,
ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD
PATH.
RAFTER TO TOP PLATE (TOE-NAILED) 4 -8d 3 -10d PER RAFTER 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER
CEILING JOIST TO TOP PLATE (TOE-NAILED) 4 - 8d 3 -10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT.
OVERCEILING JOIST TO PARALLEL'RAFTER (FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK ROOF RAFTERS
\ ✓` / 2X-4"WIDER THAN
RAFTER SLOPE: 3:12 (HEEL JOINT) 22 - led 22 - 40d IBC FOR ADDITIONAL REQUIREMENTS. ROOF RAFTERS \\ \ I /
OVER FRAMING RAFTERS
4:12 17-16d 17- 40d
5:12 14-16d 14 -40d EACH LAP 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. \\ / 3/B°0 LAG BOLT @
7:12 10 - 16d 10 -40d
/ EACH ROOF RAFTER
9:12 AND GREATER 8 - 16d 8 - 40d SIM5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING EACH SON L50 ANGLE @
H OVERFRAM NG
CEILING J015T LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RAFTER /
RAFTER SLOPE: 3:12 22 - led 22 - 40d REQUIREMENTS SHALL BE USED.
4:12 17- 16d 17-40d / MAIN ROOF
5:12 14 - 16d 14 -40d EACH LAP 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT / /� / ROOF RAFTERS
7:12 10 - 16d 10 - 40d REQUIREMENTS SHALL BE USED
9 .:12 AND GREATER 8 - 16d 8 - 4od
U �
COLLAR TIE TO RAFTER (FACE-NAILED) FALSE VALLEY Z
RAFTER SLOPE: 3:12 7- lad lad 6 -12d 7-12d
lO
4:12 6 - CONTINUOUS RIDGE VENT CONNECTION DETAIL
PER TIE CONTINUOUS RIDGE VENT TRIPLE STUD
5:12 5-lad 4 -12d �•�k 1.p" SIMPSON 6520 916"O.C. RIDGE TENSION STRAP
6:12 AND GREATER 4 -10d 4 -12d 5IMPA50N C520 STRAP @ 16"O.C. r--,
(8)8d NAILS EA. SIDE SIMPSON C520 @ 16"O.C. WRAPPED AROUND DOUBLE 2 X 6 (2)16d COMMON CC3
(6)8d NAILS EACH SIDE NAILS @ 6"O.G. FOR G�
RIDGE BEAMi(SEE PLAN FOR SIZE) SILL PLATE FULL HEIGHT OF STUD
BLOCKING TO RAFTER (TOE-NAILED) 2 -8d 2 - 10d EACH END ROOF RAFTERS(SEE RAFTER(SEE PLAN " ^ Q
FOR SIZE) (2)2 X 10 ROOF RAFTERS
RIM BOARD TO RAFTER END-NAILED 2 - 16d 3 - 16d EACH END PLAN FOR SIZE) (8)8d NAILS s " w O
( ) (2) /e 1I17HRU-BOLTS (2)2 X 10 SUPPORT � � U
• FOR SKYLIGHTSSIMPSON L-80
' N
WALL FRAMING EACH SIDE OF RIDGE BEAM (SEE SIMPSON LU5210-2 HANGER „1
1 - d 1 EACH RAFTER PLAN FOR SIZE) 5/a"0 ANCHOR BOLT SIMPSON"HD5A" � U O
(4)1od NAILS(2) ;::, @ 3.�,O.G.(MIN 7 // (2)2 X 10 SUPPORT C1 i'/1
TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 2 16 PER FOOT RIDGE DETAIL AT RIDGE TENSION NAILS EACH PLATE :' ;:: EMBEDMENT) / FOR SKYLIGHTS bA U
CATHEDRAL CEILING STRAP DETAIL pJ THRu-BOLT
SIMPSON LUS210-2
TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 -16d 5 -16d JOINTS -EACH -SIDE .s,.: r•l
IN ACCORDANCE WITH 3.2.5.1. 2001 WWF ' '•"•': HANGER
STUD TO STUD (FACE-NAILED) 2 -16d 2 -16d 24" O.C. ALTERNATE IN LIEU OF COLLAR TIES FOUNDATION WALL / FLOOR
11
HEADER TO HEADER(FACE-NAILED) 16d 16d 16"OC ALONG EDGES Z FRAMING DETAIL SKYLIGHT DETAIL
SIMPSON H2 A
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 - 16d 2 - 40d PER STUD HURRICANE CLIPS tTRIPLE STUD SIMPSON"HD5A"
@ 16" O.C. •-
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2 - 16d 1,2 2 - 16d 1,2 PER FOOT — — — —► AC4 EACH SIDE
BLOCKING (FACE-NAILED) ®100 CRAP SIMPSON HD5A
FLOOR FRAMING 3"X 3"XY4"ST. PLATE SIMPSON AB44 T�
SIMPSON H2 @ 16" O.C. %"0 THREADED ROD POST BASE
r---a
JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST %"0 THREADED ROD SECOND FLOOR
SHEARWALL HOLDDOWN
BRIDGING TO JOIST(TOE-NAILED) 2 - 8d 2 - 10d EACH ENDRIDGE / TOP PLATE 4 X 4 POST U 3
2 -8d 2 -10d EACH END CONNECTION DETAIL CANTILEVER DETAIL CONNECTION DETAILS '� U
BLOCKING TO JOIST(TOE-NAILED)
( )
2 13/4"X 11%8" M.L.
BLOCKING TO SILL OR TOP PLATE OE-NAILED 3 - 16d 4 - 16d EACH BLOCK 2 X 6 WOOD CAP SIMPSON HD2A • �-+
2 X 4 TOP RAIL SIMPSON H210 HANGER @ 16"
Y2"t?1 LAG BOLTS @ 16"O.C. TRIPLE STUD
• (73
LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - 16d EACH JOIST
TRIPLE STUD (2)16d COMMON NAILS asa
4 X 4 WOOD POST @ 48" @ G"O.C. FOR FULL TRIPLE STUD
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 -10d PER JO15T 34 HEIGHT OF STUD (2)16d COMMON NAILS @
2 X 4 BOTTOM RAIL
5/e
CANTILEVER HOEDOWN DETAIL °�THRU BOLTS 6"O.G. FOR FULL HEIGHT �
BAND JOIST TO JOIST (END-NAILED) 3 -16d 4 - 16d PER JOIST DECKING OF STUD
SIMPSON H-3 HURIRICANE — — — SIMPSON HD2A
F_ 5/8"O THRU-BOLTS
BAND J0I5T TO -SILL OR TOP PLATE (TOE-NAILED) 2 -16d 2 -16d PER FOOT CLIPS @ 16" O.C. Y2'0 LAG BOLTS @ 16" HOLD DOWN
SIMPSON HD2A
P.ROOF SHEATHING Y" THRU-BOLT LID 1 "DECK
O.C.JOIST
HOLD DOWN
@ 16"O.C. SIMPSON H-3
DBL DECK JOIST HURRICANE CLIP @ 16" (8)86 NAILS @ 1"t O.G. O
STRUCTURAL PANELS: 1'13° AT POST AC4 EACH SIDE a
PANEL INTERMEDIATE 4
6 EACH SIDE
SIMPSON U210 /8
e s o
HANGER @ 16" SIMPSON C920 0 BOLT X 24" LONG "�BOLT X 24" LONG
EDGES SUPPORTS AC �
PORCH/RAFTER/GIRDER
INTERIOR ZONE 5 r_4 tu
8d lOd 4" 6 SIMPSON PB44 P057 BASE STRAP @ 16"O.G. :`�a ,° � � � o
PERIMETER EDGE ZONE s 8d 10d 4t, 4, .�. CONNECTION DETAIL (8)8d NAILS @ 1"t O.C. O ° a° a a o M �
GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d lad •• ° a a O x o
10"X 10"x Y;
CEILING SHEATHING ,�.i�•.'".i: ° ° ° � � � �
�� :�; -E
BASE PLATE LOAD PATH / FLOOR FIRST FLOOR FIRST FLOOR
GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T EDGE/10" FIELD •:�:+.;;;,; " ° a FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN u ,�
�, -•
WALL SHEATHING (4)3/4'0X12" LONG o
2'-O"X 2'-O"X 1'-O" o w
PORCH/DECK/JOIST ANCHOR BOLTS FOOTING(TYP)
STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE CONNECTION DETAIL
EDGES SUPPORTS FOOTING DETAIL
INTERIOR ZONE 6 8d 10d rd' 12"
6
4' EDGE ZONE 8d 10d 6" 6" W
H
FIBERBOARD PANELS: 'ROOF FRAMING ROOF FRAMING
7/16" Gd 3 - 3" EDGE/G" FIELD 51MP50N 0520 CONNECTOR SIMP50N C520 CONNECTOR U
DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE OR(2) H2 AT ROOF O
25/32" 8d 3 - 3" EDGE/6" FIELD U)
GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/10" FIELD
PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER CRIPPLE STUDS CRIPPLE STUDS
H
FLOOR SHEATHING HEADER
SIMPSON ST 2215 CONNECTOR HEADER SIMPSON M5TC28 CONNECTOR U
HEADER STUDS NOTE: HEADER STUDS Uz
STRUCTURAL PANELS:
UPLIFT CONNECTION IS REQUIRED AT
1" OR LESS 8d lad 6" EDGE/12" FIELD EACH END OF HEADER AND AT BOTTOM
GREATER THAN 1" 10d 16d G" EDGE /G" FIELD OF HEADER STUDS IN ADDITION TO
4'-O" MAX CONNECTORS AT WALL STUDS AND AT 4'-0"TO 12-O"
TOP AND BOTTOM OF CRIPPLES
- - - - - - - - - - - - - - -
FULL LENGTH FULL LENGTH �4r
I I I I I I I I I I WALL STUDS WALL STUDS ,,
i l �! cif
p UPLI I I I IMP ON � �y'M Off
NNE OR 5 5 S T221 5 CONNECTOR SIMPSON MSTC26 CONNECTOR
UIR I I I I `4 DRAWN: JM/MS
_" .
Fes' ��� r SCALE: AS NOTED
JOB#:
HEADER TIE DOWN DETAILS Q
t,�•A� �Z���='��'� SHEET NUMBER:
3/8" r