HomeMy WebLinkAbout48618-Z S�EFO[c��a Town of Southold
All PGy� 1/14/2024
P.O.Box 1179
C" _ m 53095 Main Rd
WO ��
y01 Southold,New York 11971
SR
CERTIFICATE OF OCCUPANCY
No: 44867 Date: 1/14/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 4910 Pequash Ave, Cutchogue
SCTM#: 473889 Sec/Block/Lot: . 110.-3-27
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/26/2022 pursuant to which Building Permit No. 48618 dated 12/19/2022
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, including second floor work shop,to existing accessory garagee as applied for per ZBA
#6803, dated 1/8/2025 and ZBA De Minimus Request dated 12/26/2023.
The certificate is issued to Zambrelli,Lauren
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 48618 11/20/2023
PLUMBERS CERTIFICATION DATED X\
UY' Aou)Koret nature
�o�suFFei,��a TOWN OF SOUTHOLD
ay BUILDING DEPARTMENT
co _ TOWN CLERK'S OFFICE
SOUTHOLD, NY
•J' O�N
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 #: 48618 Date: 12/19/2022
Permission is hereby granted to:
Zambrelli, Lauren
4910 Pequash Ave
Cutchogue, NY 11935
To: Construct additions and alterations to existing accessory garage as applied for, per
ZBA#6803 approval with (9-21-22) extension.
t
At premises located at:
4910 Pequash Ave, Cutchogue
SCTM # 473889
Sec/Block/Lot# 110.-3-27
Pursuant to application dated 9/26/2022 and approved by the Building Inspector.
To expire on 6/1912024.
Fees:
ACCESSORY $424.00
CO-ADDITIONS TO ACCESSORY BUILDINGS $50.00
Total: $474.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling $50.00, Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: V (check one)
-PELocation of Property: 'i—\\� ( Ul: S W &y'E_ (2-Jk C-V10 G
House No. Street \^ Hamlet
Owner or Owners of Property: ��y ("�� �Y-rN 3 F-c\ 1
Suffolk County Tax Map No 1000, Section ( I Block y 3 Lot a
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval:_ Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
pplicant S nature
SO!/r�ol
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 �Q sean.deviin(-a)-town.southold.ny.us
Southold,NY 11971-0959 O
�y�OUNTY,N�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Lauren Zambrelli
Address: 4910 Pequash Ave city:.Cutchogue st: NY zip: 11935
Building Permit#: 48618 Section: 110 Block: 3 Lot: 27
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Platinum East Electric License No: 34091 ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1 st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
'Service 1 ph Heat Duplec Recpt 23 Ceiling Fixtures 4 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel 80A A/C Blower Range,Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches $ 4'LED Exit Fixtures Sump Pump
Other Equipment: 80A Sub Panel 24 Circuit/ 11 Used
Notes: Acc. Garage
Inspector Signature: Date:
November 20, 2023
S.Devlin-Cert Electrical Compliance Form
17 Y�`� ho���F SOUTyolo
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm��' 631-765-1802
INSPECTION
[ ] FO NDATION 1ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] P E C/O [ ] RENTAL
REMARKS: s� li
w�
0
DATE Ig INSPECTOR
\ pF SOpl .14 1-t 110 T,,
TO VA A Ave
# # TOWN OF SOUTHOLD BUILDIN DEPT.
�o
cou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] 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: (�1i ✓
DATE INSPECTOR
���� ho��pFSOUT,�°moo
# # ou o 0 TOWN F S TH LD BUILDING ILDING DEPT.
0
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ 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:
o nli� o�c QD
DATE 0 INSPECTOR
OFSOUIyO� o /�,I d�
# # TOWN OF SOUTHOLD BUILDING DEPT.
°`ycourm��' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] 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:
PK
DATE INSPECTOR <S2�:�
SOUTyOIo
# # TOWN OF SOUTHOLD BUILDING DEPT.
°`ycourm N�' 631.765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL AU- 6 '<l.-*
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT'CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ PRE C/O [ ]' RENTAL
REMARKS: ! U?s
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DATE Y INSPECTOR
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RK SCHWARTZ &ASSOCIATES 28495\lain Road•PO Box 933•Cutc'hoguc,NY 11935
E ^ E nR E 631.734.4185 1 wwwnksarchitcc't.com
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fil JAN - 9 2024 �@��I�gd
January 04,2024 BAN
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Building DeparlMOI t Zoning
1'oev� of Southold 9 Board of Appeals
Southold Town Building Department
54375 Main Road
Southold,New York 11971
Re: Zambrelh property
4910 Pequash Ave
Cutchogue,NY
To whom it may concern,
I have been on site during the construction phase for the detached accessory building work. The
foundation work has been constructed as per plans and to the best of my knowledge,meets or exceeds
NYS code requirements.
Please call this office with any questions you may have.
Sincerely,
�t.S���►�k ,
.. A
Mark Schwartz
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���o�°sueaotXcoG�` TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtomm.aov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only 1,D) E
PERMIT NO. Building Inspector: / I
- SEP 2 0 2022
,Applications and foerhs m'usf'be filled out in`their entirety: Incomplete s BUILDING DEl,r
applications will,hot be accepted. Where the Applicant is not the.owner.an T0Vt'N OF SoUp-Ir`,.>;
Owner's Authoriaation'foi m(Page 2)"shall be completed
Date:9/25/22
OWNERS)OF PROPERTY::,
Name:Lauren Zambrelli SCTM#1000- l/0 - - 07
Project Address:4910 Pequash avenue
Phone#:6319183094 Email:lzambrel@optonline:net
Mailing Address:4910 Pequash avenue, Cutchogue, NY 11935
CONTACT PERSON:
Name:Lauren Zambrelli
Mailing Address:4910 Pequash avenue, Cutchogue', NY 11935
Phone#:6319183094 TEmai!-Iz am b rel @ opto n1i ne net
'DESIGN PROFESSI"ONAL INFORMATION:,
Name:Mark Swartz
Mailing Address:Main Road Cutchogue
Phone#: ?� — f L J. .
.CONTRACTOR INFORMATION:'' '." 7-
Name:Self/Husband Daniel
Mailing Address:4910 Pequash avenue, Cutchogue, NY
Phone#:6316039907 Email:
DESCRIPTION'OF PROPOSED CONSTRUCTION,
❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $40,000
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ❑No
1
ram.,
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
SoutholdTown.NorthFork.net PERMIT NO. — - - Check
Septic Form
N.Y.S.D.E.C.
Trustees
'" -"Flood Permit='°
Examined , ,20 '5foim=VC;atr'As§essthent Form
Approved ,20 1VIai1`to:
Disapproved a/c ,
Lzo
Expiration ,2
rl
ai,.:ing In.spe r, AUG
j �
1��
4 I LA PLICATION FOR BUI DI
JAN r�
r• , _ .,� 20_H
RI.Dr, DEFT. INSTRUCTIONS
TOV 111 Or SOuT'HLD
a. is application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit
authorized inspo�s oNr4m] ' ilding for necessary inspections.
(Signature of app icant or name,if a corporation)
AUG 1 7 2020 4910
BUILDING DEPTT. (Mailing address of applicant)
State whethetT 1icgnt' ovVneHr;lesDsee, agent, architect, engineer, general contractor, electrician, plumber or builder
..
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which propose work will be done:
'tlq�c7 ?rQy��rl �F etJr�/-�oilou�
House Number Street Hamlet
County Tax Map No. 1000 Section J)a Block Lot Z7
Subdivision Filed Map No. 1738$9 Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy G
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description) -
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units . Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear M Depth 30
Height Number of Stories
Dimensions of same structure with alterations or additions: Front l y Rear.
Depth �J`, Height W 6 n Number of Stories Z
8. Dimensions of entire new construction: Front Rear Depth
Height .-., Number of Stories
9. Size of lot: Front _f0 Rear %P—O Depth 17.E '
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?YES ✓ NO
13. Will lot be re-graded? YES NO / Will excess fill be removed from premises?YES NO
14.Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, CONNIE D.BUNCH
Notary Public,State of New York
(S)He is the No.01BU6185M
(Contractor,Agent, Corporate Officer,etc.)
lk Caw"
Commission Expires April 14,2 p 1
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
S orn to before me this
_day of 20/6
Notary Public Signature of Applicant
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: February 11, 2014
Updated: September 29, 2014
TO: Daniel Mullin for
Lauren Zambrelli
4910 Pequash Avenue
Cutchogue, NY 11935
Please take notice that your application dated January 29, 2014
For a permit to reconstruct an accessory garage at
Location of property: 4910 Pequash Avenue, Cutchogue, NY
County Tax Map No. 1000- Section 110 Block 3 Lot 27
Is returned herewith and disapproved on the following grounds:
The proposed construction is not permitted pursuant to Article III, 280-15 which states:
"In the AC District and Low Density Residential Districts... accessory buildings &
structures or other accessory uses shall be located in the required rear yard, subject to the
following requirements "
The required side yard setback per 280-15B is 5'.
The site plan indicates the proposed construction will be at 3'.
/�2Authorized Signature
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: August 27,2020
TO: Lauren Zambrelli
4910 Pequash Avenue
Cutchogue,NY 11935
Please take notice that your application dated August 17,2020
For permit to make additions to an accessory building at
Location of property: 4910 Pequash Avenue, Cutchoguue,NY
County Tax Map No. 1000—Section 110 Block 3 Lot 27
Is returned herewith and disapproved on the following grounds:
The proposed accessory building on this 8,750 square foot lot in the R-40 District is not permitted pursuant to
Article IV, Section 280-15B,which states that, on lots measuring less than 10,000 square feet in total size with a
height of between 18 and 20 feet,the minimum required setback is 5 feet.
Pursuant to Article XXIII, Section 280-12413,the maximum lot coverage is s 20 percent.
The proposed side yard setback is noted as being 3 feet and the total lot coverage will be 23.8%
C:---------------------
-----------------
Authorized Signature
Cc: File,ZBA
Office Location: OF$Q(� Mailing Address:
1y��0 -
Town Annex/First Floor,Capital One Bank 53095 Main Road
54375 Main Road(at Youngs Avenue) P O.Box 1179
Southold,NY 11971 hQ Southold,NY 11971-0959
_ np _ http.1/southoldtown.northfork.net
D E C V BOARD OF APPEALS
TOWN OF SOUTHOLD
JAN l 5 2015 el.(631)765-1809 Fax(631)765-9064
BLDG DEPT. FINDIN S,DELIBERATIONS AND DETERMINATION
T04NN OF SOUTHOLD MEETING OF JANUARY 8,2015
ZBA FILE: 6803
NAME OF APPLICANT:Lauren Zambrelli
PROPERTY LOCATION: 4910 Pequash Avenue Cutchogue,NY SCTM# 1000-110-03-27
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: Subject property is located in the R40 zone district and is non-conforming
with 8,750 sq. ft. It is improved with a two story frame dwelling with attached deck, accessory above ground pool
and accessory one story frame garage. It has 50.00 feet of frontage on Pequash Avenue, 175.00 feet along the
northern property line, 50.00 feet along the western property line and 175.00 feet along the southern property line
as shown on the survey of the property prepared by John T.Metzger,L.S.dated November 10,2014.
BASIS OF APPLICATION: Request for Variance from Article III Section 280-15 and the Building Inspector's
February 11,2014,Updated September 29,2014 Notice of Disapproval based on an application for building permit
to re-construct with second story addition an accessory garage, at; 1) less than the minimum side yard setback of 5
feet.
RELIEF REQUESTED: The applicant requests a variance to construct a second story addition to a pre-existing
accessory garage having.a 2.9 foot side yard setback where the Code requires a minimum 5 foot side yard setback.
ADDITIONAL INFORMATION: The "Notice of Disapproval" refers to the re-construction of the subject pre-
existing accessory garage with a proposed second story addition, however, from the public hearing, it was learned
that the pre-existing subject accessory garage will not be re-constructed and that the proposed second story addition
would be constructed utilizing the pre-existing accessory garage's walls and foundation. At the public hearing
,the adjoining property owner to the south expressed opposition to the proposed second story addition because it
would affect his view.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on December 4,2014, at which time written
and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property
Page 2 of 3-January 8,2015
ZBA#6803—Zambrelli
SCTiVL91000-110--3-27
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 V67-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. There was some evidence presented and testimony given by
the adjoining property owner to the south (in opposition to the variance) that the accessory structures in this
neighborhood do not have second stories and that a granting of the variance would produce an undesirable change
to this neighborhood.The Board finds that a second story addition to an existing accessory garage will not produce
an undesirable change to the character of the neighborhood because two story accessory structures in residential
zoned districts, when in conformance with the code, are permitted "by right" whether there exists other two story
accessory structures or not in its neighborhood. The existing accessory garage with the proposed second story
addition is in the required rear yard location and will be partially screened from the road by the principal dwelling.
2. Town Lz�w $_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 pre-existing accessory garage is at a non-conforming
2.9 foot side yard setback and it would not be economically feasible to relocate the existing accessory garage and
foundation to a conforming 5 foot side yard setback.
3. Town Law&267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 42%relief
from the code. However, upon personal inspection of the surrounding neighborhood, it appears that other parcels
have non-conforring side,yard setbacks similar to that of the subject accessory garage.
4. Town Law U67-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.
5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. 'Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of constructing a second story addition to a pre-existing accessory garage having a
2.9 foot side yard setback, 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 Schneider, seconded by Member Dantes, and duly
carried,to
GIANT, the variance as applied for, and shown on the survey of the property prepared by John T. Metzger, L.S.
dated November 10, 2014, and the architectural drawings prepared by Mark Schwartz, Architect and dated
01/20/2014 pages 1-4.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a
possible dental by the Building Department of a building permit, and may require a new application and public hearing before
the Zoning Board of Appeals.
Any deviation from the variance(s) granted herein as shown,on the architectural drawings, site plan and/or survey cited
above, such as alterations, extensions, or demolitions, are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other
feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are
expressly addressed in this action
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
i
f Page 3of3-3awnry8,2615
�B4�!5803—'7�.ie;�resi�
SCTNI#1000-110-3-27
Fursua€st 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 beep►tiled 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 ex.tenislon not to exceed three(3)consecutive one(1)year terms.
Vote or the Board: Ayes:Members Weisman (Chairperson),,Schneider,Horning,Dantes, Goehringer.This Resolution was
dilly adopted(5-4).
Leslie Kanes Weisman,Chairperson
Approved for filing / /1�L/2015
BOARD MEMBERS $® Southold Town Hall
Leslie Kanes Weisman,Chairperson ®��®� �j�®�® 53095 Main Road• P.O.Box 1179
Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes Town Annex/First Floor,
Robert Lehnert,Jr. ® a0 54375 Main Road(at Youngs Avenue)
Nicholas Planamento c®Ury�� Southold,NY 11971
http://southoldtownny.gov
ZONING BOARD OF APPEALS D
TOWN OF SOUTHOLD DDTel.(631) 765-1809 •Fax(631)765-9064 SEP 2 1 2022
EXTENSION DETERMINATION
Meeting of September 15,2022 �'�'D�O DEPT.
TOWN OF SOUTHOLD
ZBA FILE: 6803
NAME OF APPLICANT: Lauren Zambrelli
PROPERTY LOCATION: 4910 Pequash Avenue Cutchogue,NY SCTM# 1000-110-03-27
BASIS OF APPLICATION: Request for Variance from Article III Section 280-15 and the Building Inspector's
February 11, 2014, Updated September 29, 2014 Notice of Disapproval based on an application for building permit
to re-construct with second story addition an accessory garage, at; 1) less than the minimum side yard setback of 5
feet.
RELIEF REQUESTED: The applicant requests a variance to construct a second story addition to a pre-existing
accessory garage having a 2.9 feet side yard setback where the Code requires a minimum 5 feet side yard setback.
DATE OF PUBLIC HEARING: March 19, 2015
This appeal was originally granted, as applied for, on January 8, 2015. On September 7, 2022, the Zoning Board of
Appeals office received email from Lauren Zambrelli requesting a one year extension of an area variance.
RESOLUTION OF THE BOARD: On September 15, 2022, a motion was offered by Member Weisman
(Chairperson) seconded by Member Lehnert, and duly carried, to
GRANT, the applicant's request that the above cited determination be extended for One Year, to September 15,
2023, as per Chapter 280-146 of the Code of the Town of Southold.
Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, and Acampora, and Lehnert. (Member
Planamento abstained). This Resolution was duly adopted(4-0).
Leslie Kanes Weisman
Chairperson
OFFICE LOCATION: ®f so MAILING ADDRESS:
Town Hall Annex �� T/fo® P.O.Box 1179
54375 State Road Route 25 Southold,NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold, NY Telephone: 631 765-1809
® a� http://southoldtownny.gov
c®UI1d,�
ZONING BOARD OF APPEALS
Town of Southold
EXTENSION DETERMINATION
Second One Year Extension
Meeting of December 21,2023
ZBA FILE: 6803
NAME OF APPLICANT: Lauren Zambrelli
PROPERTY LOCATION: 4910 Pequash Avenue Cutchogue,NY SCTM# 1000-110-03-27
BASIS OF APPLICATION: Request for Variance from Article III Section 280-15 and the Building Inspector's
February 11, 2014, Updated September 29, 2014 Notice of Disapproval based on an application for building permit
to re-construct with second story addition an accessory garage, at; 1) less than the minimum side yard setback of 5
feet.
RELIEF REQUESTED: The applicant requests a variance to construct a second story addition to a pre-existing
accessory garage having a 2.9 feet side yard setback where the Code requires a minimum 5 feet side yard setback.
DATE OF PUBLIC HEARING: December 4,2014
This appeal was originally granted, as applied for, on.January 8,2015. On September 22, 2022, the Zoning Board
of Appeals granted a one year extension of an area variance to expire on September 15, 2023. In her letter received
December 13, 2023,the owner, Lauren Zambrelli, requested a Second One Year Extension.
RESOLUTION OF THE BOARD: On December 21, 2023, a motion was offered by Member Weisman
(Chairperson) seconded by Member Dantes, and duly carried,to
GRANT, the applicant's request that the above cited determination be extended for One Year, to September 15,
2024, as per Chapter 280-146 of the Code of the Town of Southold.
Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes,Planamento, Acampora, and Lehnert. This
Re of n was duly adopted (5-0).
Leslie Kanes Weisman
Chairperson
q $ Pi 3
-OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex ��®� S®U��® P.O. Box 1179
54375 State Road Route 25 Southold,NY 11971
(cor.Main Rd. &Youngs Ave.)
Southold, NY Telephone: 631 765-1809
® a� http://southoldtownny.gov
ZONING BOARD OF APPEALS pp
Town of Southold E C E U
December 26, 2023 JAN - 8 202-4
Laura Zambrelli
4910 Pe quash Avenue e�lildFng��p�a�.rserat
khold
Cutchogue, NY 11935
Re: De Minimus Request, File#6803
Zambrelli, 4910 Pequash Avenue, Cutchogue
SCTM No. 1000-110-3-27
Dear Ms. Zambrelli;
We are in receipt of your correspondence, dated December 13, 2023, requesting a de minimus approval
related to ZBA determination#6803, dated January 8, 2015, in which an area variance was granted
permitting the construction of a second story addition to an accessory garage utilizing the pre-existing
walls and foundation, resulting in a 2.9 feet side yard setback.
In your letter, you explain that the existing framing on the back part of the garage was not sufficient to
hold the proposed addition. It was crumbling, compromised and rotted. A new foundation replaced the
old existing foundation; one suitable to support the new proposed addition. Furthermore, you indicate
that the work is complete and "has passed all required inspections".
I have reviewed your request, the amended (unsigned) Architectural Plans (Sheet A-2)prepared by
Mark Schwartz, Architect, dated December 11, 2023, the Building Department Inspection Report dated
December 11, 2023, and have determined, the partial demolition of the foundation, as described, is de
minimus in nature.
Please submit to our office two (2) dated, signed and sealed Amended Architectural Plans showing
foundation work, as required by the Building Department, and contact our office if you have any further
questions.
Sinc
lie Kanes Weisman,Vha�person
B=ui d�r�g Department
D
,2
A U G 1 7 2020 . .
BUILDING DEFT.
To Whom It May Concern:
Enclosed please find a check for 50.00 to renew disapproval for permit number 40057 at 4910
Pequash Avenue Cutchogue, NY 11935
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Fuentes, Kim
From: Izambrel@optonline.net
Sent: Wednesday, September 7, 2022 4:20 PM
To: Fuentes, Kim
Subject: Could you help
Hello, My name is Lauren Zambrelli. I live at 4910 Pequash Ave. Cutchogue NY and have resided
here since 1995. In 2015. We were approved for,a variance. My health was not good, I had recently
been diagnosed with Multiple Sclerosis and we needed more storage, so that my husband could work
from home to help care for me. We were slow to get started as we were dealing with many things.
Then, in 2017, 1 had a Sub arachnoid brain hemorrhage. This, again, put our plans on hold. Then
COVID hit and it seemed it would never happen. At the time my variance was granted, I was told, it
was forever, so we were not worried about when we began. I believe back then, variances, once
granted, were forever, but that year, things changed. Anyway, when I contacted the building dept to
ask how we should proceed. We found out we needed to start over. This is overwhelming to us. Ive
have felt with so much. I have begun the process with the building dept, but was,hoping, based on all
of the medical emergencies, you could consider granting an extension? I know it has been a while. I
am finally healthy enough to move forward. I can provided medical documentation for everything
stated above. Please take this into consideration. Going through the process again seems like an
enormity. The footprint of the build has not changed. My neighbors are all supportive and ok with the
build. Please let me know.
Thank you,
Lauren Zambrelli
6319183094
ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders
or unexpected emails.
1
IC II lUl
AUG. 3 119099
8/24/22 IUD
BUILDING DEFT
To Whom It May Concern: TOWN OFSOUThiL1L®
Enclosed is my 50.00 check for permit#40057. Please send notice so that I may start the ZBA
process.
you
Lauren Za$,1lli
4910 Pequash ave
Cutchogue, NY 11935
Southold Town Zoning Board of Appeals 3
54375 Main Road C,�3 ti�ti
0� pF P
Southold, New York 11971 N1�G6oP�0
Re: The Zambrelli property at 4910 Pequash Avenue Cutchogue, NY 11935
SCTM #1000-110-03-27
ZBA file 6803
Dear Zoning Board members,
Please review this set of plans for a de minimis approval. The foundation as it existed
and the existing framing on the back part of the garage was not sufficient to hold the
proposed build. It was crumbling, compromised and rotted. The new foundation
replaced the old existing, with one suitable to support the new proposed structure.
Enclosed please find pictures of the rotted wood (sills) and crumbling foundation. This damage
was discovered in the back 8' by 14' part of the area of the garage. Additionally, the building
department permit, expires this year on the 19th of December, I mistakenly assumed that was
also the expiration date of the variance. It was brought to my attention that the variance.
expired 9/15/2023. 1 am respectfully asking for an extension, so that the de minimis can be
approved. The work is complete. We have passed all of the required inspections with the
exception of the C/O. The stated modifications were necessary for viable build. Thank you for
your consideration.
Thank you,
Lauren Zambrelli
Home Owner
r
Scott A. Russell STORAWWATEIK
SUPERVISOR '1 �( � z �v][A\1� , Gt)EMUENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTH OLD,NEW YORK 11971 Town of Sou th o ld
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PR®JEC r INVOLVE ANY OF THE FOLLOWING:
{ Yes No (CHECK ALL THAT APPLE
®M A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
B_ Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area_
❑j1 C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑LP
m D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
i erosion hazard area_
(
0j E. Site preparation within the one-hundred-year floodplain as depicted i
on-FIRM. Map of.any watercourse.... .
l F. Installation of rlevii-or resurfaced impervious -surfaces of 1,000-square7 -
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.
----------------
F* 'afn
answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
ure, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
ompleted Check List Form to the Building Department with your Building Permit Application_
S.C.T.M. J 000 Date-
APPLICANT
\ : (Pr
o/��
NAME:
Section BIo of
Contact Information 3 rjr /
Reviewed By:
Date:
P rty Address / Location of Construction Work: `a-
( Approved for processing Building Lmil.
l (R—yes" 't'V`e �^ �` Stormwater Management Control Plan Not Required.
r• �� _�l.\�� ❑ Stormwater Management Control Ran a Required
(Forward io Engineering Deparimew for Review)
BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex-54375 Main Road -PO Box 1179
Southol^, ew York 11971-0959
Telephone(631)765-1802 - FAX(631)765-9502
rogerr a0southoldtownnv.cov—seandtM- southoldtownnv.Qov
APPLICATION FOR ELECTRICAL INSPECTION
r
ELECTRICIAN INFORMATION (Ail information Required) Date:
Company Name: P G ! JVC.
Electrician's Name:
License No.: MC.--3 y091 Elec,email: &0, JnvM Iea li00.- o -%
Else. Phone No: 1- 1ag-jq,2V request An email copy of Certific a of Compliance
Else.Address.:
JOB SITE INFORMATION (All Information Required)
Name: /(,lr iU
Address: L SO V(r Cv_f
Cross Street:
Phone No.:
BIdg.Permit#: L) t? email: j2 la4awA east a P viL6-
,.Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE F lease Print Clearly):
1660 s c,i+ ()Cr 6�A4,�A r
Square Foola e:
Circle All That Apply:
Is job ready for Inspection?: Q YES KO F�Rough In Q Final
Do you need a Temp Certificate?: ' YES -0 Issued On
Temp Information: (Ail Information required)
Service Size71 Ph❑3 Ph Size: _A #Metters 0ld Meter#
Now servicerlFire Reconnect❑Flood Reconnect[]Service ReconnectQUnderground(]Overhead
#Underground Laterals 1 M2 n H Frame Pole Work done on Service? Y ON
Additional Information:
PAYMENT DUE WITH APPLICATION stat 2,3 0� 10_�
16V4- 4 ��
=,PPLICANT: ;
ti'nDnry 0m1er, Design Professional,Agent-Contracror,Othorl S•C,T.M, 1000 CHAPTER 236
C�O StfQ
NAME: Stormwater Management Control Plan CHECK LIST
Section Block Lot W S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
Y6er.Vrrnr _ W
Date: °y �' The applicant must provide a Complete Explanation and/or Reason for not providing
°d11Or Tchphnm Nnmina: I' all Information that has been Required by the following Checklist!
!. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here!
S110w all of the following items: YES NCl NA If you need additional room for explanations, Please Provide additional Paper.
a. Location & Description of Property Boundaries
h. Total Site Acreage• i
i �
C. Existing - Natural & Man Made Features within 500 F.
Of the Site Boundary as required by §236-17(C(2). i
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. '
e. Limits of Clearing & Area of Proposed Land Disturbance. ZN L e ale — No ,f V p NSld o
1 Exist ing & Proposed Contours of the Site (Mlnlmum Z Intervals)
g. Location of all existing & proposed structures, roads,
driveways, sidewalks. drainage improvements & utilities.
h. Spot Grades & Finish Floor Elevations for all existing &
proposed structures.
I. Location of proposed Swimming Pool and discharge ring.
;. Location of proposed Soil Stockpile Area(s),
k. Location of proposed Construction Entrance/Staging Area(s).
I. Location of proposed concrete washout area(s).
ln. Location of all proposed erosion&sediment control measures,
2 Slormwater Management Control Plan must include Calculations showing
that Ilie Slormwater improvements are sized to capture,store,and infiltrate
on-sile 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 1hclude but not be limited to:
a. Erosion & Sediment Controls, l
h Construction Entrance & Site Access,
c Inlet Drainage Structures (e.g.catch basins, trench drains,etc.) r urI'
d. Leachinq Structul•es (e. , infiltration basins,swales,etc.) i' I
USE ONLY <•,:t
l Additional Information is Required.
Reviewed & ® Stormwater Management Control Plan is Not Complete.
Approved By: I — — — — — — — — — — — — — — — — — — — — — — —
1 Stormwater Management Control Plan is Complete,
Date: SMCP has been approved by the Engineering Department.
FORM n SWCP Check List -TOS MAY 2014
r BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
Southold-,
York 11971-0959
Telephone(631) 765-1802 - FAX(631)765-9502
roaerrOsoutholdtownny.cov-seand a southoldtownny.cov
APPLICATION FOR ELECTRICAL INSPECTION
[ELECTrRICIAN INFORMATION (Ati information Required) Date: 3Comy Name: - 7 ABC
Electrician's Name: 4 IT&
License No.: Mir— y01I Elec. email: j0jAt1r7vA',e&Sf 1. � pl
Elec. Phone No: 1- S-`� request n email copy of Csrtwl a of Compliance
Elec,Address.:
JOB SITE INFORMATION (Al information Required)
Name: L A u/Z CfU
Address: E C-Q 2;14I V(r C'�✓i
Cross Street:
Phone No.: 60 3- 70fj
Bldg.Permit#: L) Lt� 6 I V email: 4 . v
--' L
Tax Ma District: 1000 Section: Block: ot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FnnTACGE lease'Pnnt Clearly):
16W C U r+ ()Cr 6�441'q4 C- � I A.
S carer —.Foote �:
Circle All That Apply:
Is Job ready for Inspection?: Q YES NO Rough 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 ServiceQFire Reconnect[]Flood Reconnect OService Reconnect oUnderground ]Overhead
#Unde round Laterals 1 2 H Frame 0 Pofe Work done on Service? MY MN
Additional Information:
PAYMENT DUE WITH APPLICATION 3� � ex.� 4t�
�6V �
PERMIT# Address:
� r
Switches
Outlets
GFI's I i
Surfaces '
Sconces c
H H's 7
UC Lts
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW Service
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Mini
Special: '
Comments
Verity, Mike
From: ZAMBRELLI <lzambrel@optonline.net>
Sent: Tuesday,June 09, 2020 1:30 PM
To: Verity, Mike
Subject: Permit renewal
Hey Mike, I called you about three weeks ago and you asked me to please wait a couple weeks. I am
hoping you have staff to evaluate renewing my permit. I have enclosed my original email that has all
the information you will need. Please let me know how to get this going. Thanks, Lauren
I applied for a permit on 9/3/15 to do a second story on my garage. We were to start construction the
following summer. I subsequently had a Sub Aracnoid Brain Hemorrhage. The healing took a long
time but I am in the luck 15 percent of those who live, so I am grateful. The permit expired and I am
finally able to take on this project. I would like to renew the permit, but I am not sure what I have to
do. The permit number is 40057 My address is 4910 Pequash avenue Cutchogue NY 11935. 1 can
be reached at 631-918-3094.
Lauren Zambrelli �� - - - D V-u ato cut)
ATTENTION: This email came from an external source. Do not open attachments or click on links from
unknown senders or unexpected emails.
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ZAMBRELLI HOUSE 01/20/20'
ob
The location of public water, wells and cesspools shown hereon are
from field observations and or from data obtained from others. SURVEY OF PROPERTY
A T CUTCHOG UE
N EXISTING LOT COVERAGE Q TOWN OF SOUTHOLD
HOUSE AND DECK = 1,396 SQ. FT. 6- SUFFOLK COUNTY, MY
GARAGE = 433 SQ. FT.
TOTAL = 1,829 SQ. FT. 10�0-110—C13-27
SCALE.• 1 -20'
(1,829 / 8,750) x 100 = 20.9% a-•� �� '
ry NOVEMBER 10, 2014
EXISTING LOT COVERAGE (with pool)
HOUSE AND DECK = 1,396 SQ. FT.
GARAGE = 433 SQ. FT.
POOL = 252 SQ. FT. g�TOTAL = 2,081 SQ. FT. L_
j+� o�
(2,081/ 8,750) x 100 = 23.8% + O
wf
W.
RECEIVED
oo 065 DECK ' "� Lao NOV 12 2014
�y,�•g.� O �\ ` k 00
. ZONING BOARD Ur ANNEALS
FINAL M P
Qo� ��.5y REVIE BY ZBA
5 O oP� SE CIS N # 63
TED-L2, yf
6a
OOe �•�1 �o ��GE
RAIN RUNOFF CONTAINMENT: �vyGti aaJ���•��OO Qq! C,-GGP��
GARAGE: 435 Sq. Ft. \ dt/ Sy1 rip.�\g�
435 x 0.17 x 1 = 74 Cu.Ft. tS`O / C) ,�p•� O�
Provide 1 Dws. 8' dia. x 2' Deep 00 T.,\ °� ETC,
Connected by Gutters & Leaders
AREA = 8,750 SO. FT.
N.Y.S. LIC. NO. 49618
ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON ECONIC S ORS, P.C.
OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. 631 765- 20 FAX 631 765-1797
EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET
WHOSE SIGNATURE APPEARS HEREON. = MONUMENT 14-116
SOUTHOLD, N.Y. 11971
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1).REMOVE EXISTING ROOF AND CEILING(EXTERIOR WALLS TO 4).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH
REMAIN).NEW FLOOR TO BE CONSTRUCTED ABOVE. SIDE OF OPENING.
DRAWN:
2).NEW WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES
WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH SCALE:
3).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. JOB#:
PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 12/11/2023
6).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"TYPE-X SHEET NUMBER:
FIRE RATED SHEET ROCK.
A-2
PIQL
APPROVED AS NOTED OCCUPANCY OR
a��fl° USE IS UNLAWFUL
DA B.P.# WITHOUT CERTIFICATE
FEE LgDE OF OCCUPANCY
FEE BUILDING DEPARTMENT AT
631-765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH-FRAMING&PLUMBING
3. INSULATION
MEET THE ION MU I
�4. FINAL-CONSTRUCT BE COMPLETEv1/ YUR'(S STATE & TOWN CODES
ALL CONSTRUCTIONN SHALL.SHAL C.O.. AS REQUIRED AND CONDITIONS OF
REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN ZBA
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRU CTON ERRORS SOUTHOLD TOWN PLANNING BOARD
SOUTHOLD TOWN TRUSTEES
N.`�'.S.DEC
TRUSS pLACARDING REQUIRED
rf
RETAIN STORM ATETER
PURSUANT
OF THE OWN CODE.
All exterior lighting
Manuals installed,replaced or
Must provide rcpaired shall conform
D, 1 and S as per to Chapter 172
NYS nerov Cede of the Town Code
EAST HEIGHT: 19'-6" r
WEST HEIGHT: 16'-6"
AVERAGE HEGHT: 18'-0' rT1
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JOB#:
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1).REMOVE EXISTING ROOF AND CEILING(EXTERIOR WALLS TO 4).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH
REMAIN).NEW FLOOR TO BE CONSTRUCTED ABOVE. SIDE OF OPENING.
DRAWN:
2).NEW WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES ° 4
WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH y ,r ,�( SCALE:
3).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �.�, Iy JOB#:
PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. + L3 l; 9/30/2022
6).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8-TYPE-X ' P
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FIRE RATED SHEET ROCK.
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30' 4" w
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3'-01/2" 24'-3" 3'-01/2"
3'-0" 18'-3" 3'-0" ol
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3-5 1/2"PLT.HTI TW2842 TW2842-2 TW2842 It'll 1/2"PLT.H
(2)2X6 HDR (2)2X6 HDR (2)2X6 HDR
ROOF AREA:518 SQ.FT
I O
AT 100%WATER RUNOFF:87 CU.FT. I ~�
PROVIDE(1)8'DIA.X 3'DEEP DRYWELLS
DRYWELLS CAPACITY:126 CU.FT. B I B
I
OGEE GUTTER-STANDARD 5"
NOTES: O O
1).E(ECUTION: - - - - „ - - - - - - � - N N
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ,n WORK SHOP POD
,n
2).PREPARATION: `✓ CATHEDRAL CEILING cv W
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
8). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS Yh RAILING r —
C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR O (3�
METALS WITH PROTECTIVE BACKING PAINT.
3.INSTALLATION:
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
1 I I I I 1 1 1 1 I 1 1 1 1 I I i✓�
1).GUTTER TO BE PITCHED TOWARDS LEADER V TO 2"FOR EVERY 40'OF RUN. I D + I 1 1 I I 1 I I I 1 I
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 1 1 I 1 1 I I 1 I 1 I 1 1 I
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND I 1 I I 1 1 I I 1 I 1 I I I I err W
ACCESSORIES.
B).ALUMINUM:RIVET AND CAULK WMI I A BUM SEALANT SLIP JOINT (2)2X6 HDR 1 1 1 1 1 I 1 2) X6'HD I 1 1 1 (2)2X6 HDR
eDRYWELLSTOBE
CONNECTORS.00"o
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL '-5 1/2"PLT.H 1 11 1/2"PLT.H wCONNECTION WATERTIGHT. TW2842 TW2842-2 TW2842 10' MIN. 4).PROTECTION: 3 -01/2 3 -0 3 —0 3 -01/2 M o
WAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. F�+-I
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL O_ U
COMPLETION. 24' 3" c7l
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1).SEE FLOOR PLAN FOR PLATE HEIGHTS(VARIES).SEE LOCATION FOR 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES o
POSTS TO RIDGE(CATHEDRAL CEILING). WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH
FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. +-
A 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. P4
3). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 6) UNLESS OTHERWIALL MULLS ARE OSE NOTED BE PROVIDED WITH 2-2X DF#2 STUD POSTS u m R+
DORMER �-�
4). ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS. U m
OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM � `O
00 HEADERS. 8).CATHEDRAL TO BE PROVIDED WITH A V AIR SPACE BETWEEN ROOF CA °.
6"OH 12"OH SHEATHING AND INSULATION. 0 W
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------- ---------------------' ------------------------------------------------ -- -------" 9).ALLWALLSANDCEILINGSTOBEPROVIDEDWITHI/2"SHEET ROCK.
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ROOFPLAN- E PROJECT NORTH Q1r. tf-. SHEET NUMBER:
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GENERAL CONTRACTOR F--I
TO VERIFY ALL EXISTING
CONDITONS AND STRUCTURE
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SECTION A-A SECTION B-B CD
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Generated by REScheck-Web Software
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Compliance Certificate rq W o
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Project ZAMBRELLI r
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Energy Code: 2018 IECC u" v Location: Cutchogue, New York ^CS Z � Q
Construction Type: Single-family v L.21 \
Project Type: Addition
O rUH r
Climate Zone: 4 (5572 HDD) «1 +
' 2"2
I"I Permit Date: as U12 4
0 0 00 12. ® ® ® ® �_' o Permit Number: v
2 Lr') U
CIN
Construction Site: Owner/Agent: Designer/Contractor: L1
4910 PEQUASH AVENUE N a) N
CUTCHOGUE,NY r.
W
G
FASTENER TYPE: SPACING:
-1 Ll
No.B WOOD-SCREW
BASED PNCHOR WITH 16`OC
Compliance: 0.0%Better Than Code • Maximum UA: 7..�.. ..-.rU _ x _m-_,... u,,._........,,�....,..,.,._.....-,.;
2M.EMBEDMENT LENGTH C
0 4 Your A: 74 Maximum SHGC: 0.40 Your SHGC: 0.32
M.10 WOOD-SCREWSWmI ® ® The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. W
21.E1 BEDMEN LENGTH
l6'o< It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
21n.EMBEDMENT LENGTH
1/4in.di..IAGSCREW Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck Each slab-on-grade
BASED ANCHOR Wml l6`OC
tin.EMBEDMENT LENGTH ® assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. F•�
3H4`APATHI PLYWOOD
In'APA RATED SHEATHING SHEATHING O
Envelope Assemblies M
—1 L 0- GRADE PLYV100D ^
(ALTERNATNIVE 7/16`0.5 B) ° a)
® ® 1/2'APA RATED SHEATHING �..b
GRADE PLYWOOD
(ALTERNATM :7/l6'O.S.B.) ® ° ° ° Ceiling:Cathedral Ceiling p 425 � 30.0 ' 0.0 9 � 0.034 §� 0.y026 i s I �y
a 11 N
° PASIENERTYPE: SPACING: 2x4DEx2 Wall:Wood Frame,16"o.c. 438 20.0 0.0 0.059 0.060 22 22 V -"V
rv".e WOOD-swEw ADS DH:Wood Frame t ,
BASED ANCHOR WITH 10`oc 0 0 51 0.300 0.320 15 16
WINDOW SILL 2.n.EMBEDMENT LENGTH SHGC:0.31
TYPICAL WINDOW OPENING N".IowooO-scREws
CSMNT:Wood Frame 16 0.270 0.320 4 5 ►W4
PANEL SPAN EQUAL OR SMALLER 1211,wsEDMEErrrW1E'TMNr•mI 12 of SHGC:0.34
lli
THAN 4 FEET 1/4n.dla.IACSCREW Floor:All-Wood joist/Truss 425 21.0 0.0 0.044 0.047 19 20
BASED ANCHOR LEN 16`OC
2m EMBEDMENrLErvGnI Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
TYPICAL DOOR OPENING calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
MULTIPLE PLYWOOD ASSEMBLES FASTENER TYPE: SPACING, REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
PANEL SPAN GREATER THAN 4 FEET P Y ry q P
2-2X4 DTp2 STUDS CONNECME
AND EQUAL OR SMALLER TOGETHER WITH srA1ry Fcc s>EEL NR.B w000-saEw
OR GALVINRED BOLTS W/WA5NER5 BASED ANCHOR Wm1 B`OC
THAN 6 FEET AND NUTS 2'-0 O.G 2n.EMBEDMENT LENGTH W
N"to WOoo-scnEws Name-Title Signature Date
TYPICAL MULTIPLE OPENINGS WED ANCHOR WITH 9•oc
PANEL SPAN GREATER THAN 6 FEET 2"EMBEDMENT LENGTH
AND EQUAL OR SMALLER 1/41n.dia LAGSCREW
WE
ANCHOR WITFI 15"OC
THAN 8 FEET 2n.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ;4
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL /f�fp H. •
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ! b� � A�4 DAWN
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. !!! r ,'
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. x$ r SCALE:
Project Title:ZAMBRELLI
Data filename: .;, `. ' �;,; JOB#:
towyt� ! 9/30/2022
SHEET NUMBER:
�
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTUR=S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W
KING STUDS
RAFTER
WALL STUD
ENDWALL CRIPPLE STUD
BOTTOM PLATE
0
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST O
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBER1 DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION 1PPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2XIO LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN W
VENTILATION O
' •' SIDEWALL FLASHING WOOD JOIST Q _
FOUNDATION TOP PLATE BLOC KRIG x W
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS�48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST F-
AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL FREE
PROVIDED WITH A I� W
/ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA �4 z
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER t/]
�,�• THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT W
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Vr INCH IN DIMENSION. lAj�/
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 1 O
AND SO AS TO MAINTAIN AIR MM' '
8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 0-3/4" x 18go. TYDOWN ANCHOR CONNECT TO C
1� M
ON ALL OPENINGS / ACTION 1�1 w
EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND C) U
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS cl\ F_
14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL 01
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING U
2ND. FLOOR WALL
ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN 4 INCHES THROUGH VENT
WOOD JOIST
TOP PLATE
GIRDER/HEADER � m 4J O
SIDE WALL FLASHING V
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST XO Lr)m 4.1
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS,
WALL STUD
01\ cm o X
AND RAKES -- PROVIDE �E HEMMED EDGES SO PO � — v
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RAFTERS Q,a
AS TO FORM DRAINAGE CHANNELS AND ll
O "
X
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION46 x m
4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED W *-'
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CJ
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE cu
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. .F,
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS O '"
B" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CWNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS •'
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATE.. TO EACH STUD ,�•,;,,+ di
OBL. SILL PLATE I UD U m •+aj-'
TERMITE SHIELD w SUBFLOORSILL GASKET WOOD JOISTS00
NEOPRENE N r.CONC. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE OTYP. CONC. FOUNDATION ( A 6 MIL. POLY V 4
DAMPPROOF EXTERIOR , GRANULAR FILL i0e
i I BOLTED TO STEEL BEAM WITH �
6MIL POLY ON EXTERIOR \•� ' 1/2 " DIA. BOLTS 0 48" o.c. STAG.
• y STEEL COLUMN '
,p A a I • - a o ° ROOF JACK
CONC. SLAB p e.a \� STEEL BEAM
e F
UPED BOLT EMBEDMENT: I'
�. ' `•4 v URCD CONCRETE: 7" 4" x 1/4" x 8" STEEL W
COMPACT FILL --► ! _ . OCC WALL: 15" I TOP AND BOTTOM PLATE
'p ° ROOFING LAPS E'er!
KEYWAY FOOTING s V P • G • 3 p w FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
° CPS .• p ` CONC. FTG. •p �'p G'°' SIDES AND TOP 1•••1
f• , USE WITH 3x3 SQUARE WASHERS 1/2" GROUT
• � ;O ANCHOR BOLT CONNECTION (USP LBP558 OR BP583)
3" STEEL COLUMN O
p 4 REINFORCING BAR FOUNDATION F/8" DIA. ANCHOR BOLT
ANCHOR BOLT CONNECTION I ( 10 KIPS ) CI)
DRAIN TILE p ,
SUPPORTING MAXIMUM SPACING FLASHING LAPS
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" CC v,
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL _h?
TYPICAL CONC.NEEDED
FOUNDATION. APPLY PILASTERS 2 STORIES 36" CC ICJ
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"z24"x12" CONC WI. FTG. CRA SPACE OR FOUNDATION STEEL / BOTTOM BEARING N
ALL BOTTOM PLATE TO FOUNDATION
SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
I SUBFLOOR I '1
CONC. SLAB ' DOOR FRAME
6X6 10/10 WWM ' GARAGE o-_JOIST
COMPACT FILL ' DOOR �•/
' USE 2X8 STEEL BEAM (A
FOR BLOCKOUT �/
4' SLAB UJ ^
• P.T. PLATE W/ 6X6 WMM \ SLOPE
4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT !
1/2" AIR SE 1 • •• .7 1 2" - (WITH A NAILING PLATE IF NEEDED)
' ••• 4'� AT END AND -0• .' .p ' a• :• •• • TO 8E APROX. 1/2" OR HIGHER THAN
GRADE a .''•""a"''--�T-"'-"• �. •. � p BEAMS WOOD a0 0' e0 . : •. (PROVIDE SRAPPWG TO KEEP JOISTS ALIGNED)
ES OFSTEEL
a c a a• s'• o
•'p I—I
'p d1'p �' 6X6 W.W.M. ; — —;— „•— — t. . _m a
MN. r,vo 12" •� ep •,w aC•p a`,p a^, . •e "`NOTCH BEAM FOR MUDSILL IF FrOUIRED -- MAXIMUM p p •� a ^�o I r—SUBFLOOR
.f 04 ° e II—II
a REINFORCING BAR .p •s REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF 3EAM s . '101ST
DRAIN TILE I� (�
I •e :• SHEET METAL / 30# FELT UNDER BEAM AT POINT • �) O a0 e � I"'_":�,�
12" OF CONTACT WITH CONCRETE(R CONC. BLOCK L!snL_'urrIIi• •i +`%�
° SHIMS TO LEVEL BEAM �'" •1.. r' y2. ' ' .�
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " ^!�", +��• +� �w
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. '`� /",,, > D��717N:
3" MINIMUM BEARING SURFACE GARAGE DOOR BLOCKOUT �
OR WOOD BEAM �0 r f WWWFFF y
d
BEAM POCKET .� '� �' -s�-J ,A, � A �11 SCALE:
JOB#:
' 9/30/2022
SHEET NUMBER:
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: W
ROOF FRAMING; OCCUPANCY CLASSIFICATION R3RESIDENTIAL
1).RIDGE-TO-RAFTER ASSEMBLY:
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of IOd common nails required QTY. SPACING: (SEE PLANS)
CONSTRUCTION NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL 3-Sd COMMON EACH TOE-NAIL BUILDING HEIGHT
TOP PLATE 10'WALI:4-8d COMMONRAFTER TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS) 86
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA UNIFORM CODE
CEILING JOIST 8'WALL•3-8d COMMON EACH ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALI: TA LE 3.7 JOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
FRAMING ELEMENTS
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/ISo O
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS STORAGE 20 O FINISHED CEILING
P P P (STORAGE) EXTERIOR(LIGHT FRAME)STEEL WALLS 14 EN )
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 `
accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) go CEILINGS(PLASTER,STUCCO) L/360
These codes are to be considered as part of the specifications for this building and FIRE ESCAPES 40
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-Id COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS(6"THICK) g5 CEILINGS(GYPSUM) U240
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 n
GUARD IN-FILL COMPONENTS 50 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360
PASSANGER VEHICLES 50
4.WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON EXTERIOR WALLS(BRITTLE FINISHES) H/240
(DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL SLEEPING ROOMS 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON- EXTERIOR WALLS(FLEXIBLE FINISHES) H/120
P WALL FRAMING:I N G: SLEEPING ROOMS 30 ( ,
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete LINTELS SUPPORTING MASONY WALLS U600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING
TOP PLATE TO PER FACE NAIL EXPOSURE CATEGORY (DESIGNED FOR EXPOSURE C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION W
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE
4-16d COMMONF--1
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE �J
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2-16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
specifications and applicable codes. exterior sear was w a minimum o woo structural panel STUD O.C. NAIL O W
or exceeds manufacture's s a Type I ihllith inif 7/16 inch d structl nel on the exterior Sym. O
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.FACE O.C. ,�
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16" SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 13-16d COMMON PER 2x6 STUD NAIL I ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 1+ 'Z
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD Q/
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOODS O O
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathingand connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES x
QTY. SPACING MODERATE SLIGHT TO U
20 PSF 130 6 SEVERE 3 FT. 17 NONE
2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE
concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: U
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE l
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Bd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES `V
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1.3
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST END NAIL O° O°
poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE )
P g g• SEE NOTES:1 BOTH FIELDS
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O.C.O8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.q 8d COMMON @ 4"O.C. SEE NOTES:1.3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON
O
attached with the above requirements. TO BEAM JOIST NAIL t-
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES 4JOIST ON LEDGER PER TOE cV CU
DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL 4 �
7).Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. rn v
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON X v
the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, OPQ
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. s�1
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 r-1
FRAMING NOTES g F HEATH 1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. G
into concrete with a minimum 1/2"dia x 7"ton anchor bolt with washers and nuts.
" For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL O tv oo
QTY. SPACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) P g g g 'L+' I+ U
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. O
STRUCTURAL PANEL 8d 4
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: cf) ,ch .�
Douglas Fir. 4).Deck joists to have blocking at o.c..8'0 CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES 'n V m
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5 .A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD �o Cn
otherwise. ) g g g JOINT DESCRIPTION
Led Ledger to be fastened to buildin with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) oD v v
g g 4'EDGE ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 00
where needed. GYPSUM O.C.EDGE O W4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COO.ERSINTERIOR ZONE 8d COMMONBearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 1,7�,
0 O.0.FIELD @ 6"O. . 8d COMMON @ 12"O.C. SEE NOTE:3
6).Concrete piers shall be a minimum 6"above grade.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7),All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAII NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING W
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5).All flush beams/headers to be installed with heavy duty galvanized hangers and 8d COMMO ) g g q
PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE
6d COMMO V
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7' O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. M
on plans.
WALLBOARD Sd COO-
WALLBOARD 10"O.0.FIELD u/)
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around Stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical). FLOOR SHEATHING: ,ll
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, I NAIL NAIL ICJ
provide adequate bracing and plates to protect and secure the structure.Vert with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. N
8).Dormers running up roof rafters are to be supported by double rafters on either side p q g P P Verify Q-Y. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. E.1
state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR
HVAC SYSTEM NOTES V OR LESS 8d CCMAMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR)
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFT
under all bearingwalls. NOTES: NYS Residential Code providR302.1ed
- cut o OCKING REQUIRED r►►► ppp����"`�1�1�1•
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. U
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spares,at the ceiling and floor \'
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 W
I1).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailingrequirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
q Ei using parallel rows of studs or staggered studs.
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION:
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel tdge.If wall sheathing
Contractor and owner for final review and approval. is nailed 3"on-center at the parel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
ELECTRICAL N OTES: shear capacities,nailing requirenents for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists.Finished Floor to be installed members shall be doubled,or aternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,Shall be used t0 malntaln load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
13 .All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
g 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter.
members
to have regular 1/2"sheetrock.All walls to be taped and finished. ,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as requirec
3).All electrical work to comply with 2014 NEC. to be reduced tot-16d nail per oot. INCLUDING SUBFLOOR,IS COMPLETE. �c* �w�E ,�►
31,
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 `1y fp 7�f✓� =- '
�� >'• ff lt�( r k
torch down type material over. and R315 of IRC. d 11 DRAWN:
r �f,g
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G Jr w`tJP #, g �.f SCALE:
OR APPROVED EQUAL INSTALL WITH CAP
be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. 1F f JOB#:
AND BASES.USE WITH FLASHING CAPS TO f
1COVERTOP ' '„Y
� 9/30/2022
SHEET NUMBER:
OF
A-6