HomeMy WebLinkAbout50558-Z OS�FFQt�-�pG�i Town of Southold 6/8/2024
h z P.O.Box 1179
R, � 53095 Main Rd
�yjj�1 Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45268 Date: 6/8/2024
THIS CERTIFIES that the building ACCESSORY
Location of Property: 80 Watersedge Way, Southold
SCTM#: 473889 Sec/Block/Lot: 88.-5-54
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/8/2024 pursuant to which Building Permit No. 50558 dated 4/16/2024
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:
"as built"accessory pavilion as applied for per ZBA#7875, dated 2/15/2024.
The certificate is issued to Chantly,Angelo
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 50558 5/15/2024
PLUMBERS CERTIFICATION DATED
uth zed Signat e
�o�SUFFot;r�o TOWN OF SOUTHOLD
oy� BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
y O�
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#: 50568 Date: 4/16/2024
Permission is hereby granted to:
Chantly, Angelo
80 Watersedge Way
Southold, NY 11971
To: legalize "as built" accessory pavilion as applied for per ZBA approval. Additional
certification may be required.
At premises located at:
80 Watersedge Way, Southold
SCTM #473889
Sec/Block/Lot# 88.-5-54
Pursuant to application dated 3/8/2024 and approved by the Building Inspector.
To expire on 10116/2025.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $760.00
CO-ACCESSORY BUILDING $100.00
Total: $860.00
Building Inspector
Of SOUjyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
�. • �o sean.devlin(,S-town.southold.ny.us
Southold,NY 1 1 97 1-0959
�yCOUNT`I,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE .
SITE LOCATION
Issued To: Angelo Chantly
Address: 80 Watersedge Way city:Southold st: NY zip: 11971
Building Permit#: 50558 Section: 88 Block: 5 Lot: 54
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Lakeshore Electric License No: 41110ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1 st 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 2 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 26 CO Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 3 4'LED Exit Fixtures Sump Pump
Other Equipment: Mini Fridge, Ice Maker, Hood, BBQ
Notes: " AS BUILT NO VISUAL DEFECTS " Pavillion
Inspector Signature: Date: May 15, 2024
S. Devlin-Cert Electrical Compliance Form
OF SOUIyOIo -----
# * TOWN OF SOUTHOLD BUILDING DEPT.
e
�05� Courm��` 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/CAULKING /L
[ ] FRAMING /STRAPPING [ FINAL V IOAAV �0yt 44—hto;l
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
� c REMARKS: 4/7"' s
AM! &Aepl
DATE �-/S-a INSPECTOR
OF SOUTyO� -�--'�1--
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou�m,� 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:
f LZaAQr r c
DATE J� l c5" INSPECTOR
C HARLES M. TH O MAS R.A., PLLC
206 LINCOLN STREET
RIVERHEAD, NY 1 1 901
(56 1 )702-35 1 9
CDTHOMAS63 @AOL.COM
MAY 23, 2024
Building Department
Town of Southold
Re: Chantly Residence
80 Watersedge Way, Southold, NY
Permit Number 50558
Dear Sir/Madam:
This letter certifies that I have conducted an inspection of the accessory
pavilion at the aforementioned residence. My inspection included a thorough
examination of the footings, framing, and strapping of the structure. I can
confirm that the construction of the accessory pavilion adheres to my plans
and specifications, as well as the 2020 Residential Code of New York State.
Thank you for your attention to this matter. Please contact me with any
questions you have.
Very truly yours,
y,��si1E0�gi
r
CHARLES M. THOMAS, R.A.,
E C E V E
Q
J U N - 6 2024
Building Department
Torn of Southold
FIELD INSPECTION REPORT I DATE COMMENTS ,n
v 1"d
FOUNDATION (IST)
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------------------------------------
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FOUNDATION (2ND) q, t�
0
ROUGH FRAMING& H
PLUMBING
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INSULATION PER N.Y. y
STATE ENERGY CODE
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FINAL
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm�.gov
late Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector: J U N 2023
ylf
C'Appli, nsan�d,forr" .'b�d,filled6ui,i�h"th-�ir'entirL-ity.'*Ii���'
'
appil - h
ne or feted ,
Authorization farm:; 6
Date:
Z,
E#' bl�,"
Name: SCTM# 1000- (7V
Project Address:
Phone#: Emai
Mailing Address:
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F,,r EIRSOW",TA
Name:
Mailing Address: 77
7
Phone#: Email
N MA ,
Name:
Mailing Address:
Phone#:
2
Name:
Mailing Address:
Phone#: Email:
-PROPOSED�
!ON,OF
El New Structige ElAddition ElAlteration OR r ElDemolition Estimated Cost of Project:
Other FQ- 4- 6--Y-C vr
L J.w
Will the lot be re-graded? DYes EJ No Will excess fill be removed from premises? F-]Yes ONo
PROPERTYJN ATION•
Existing use of property: Intended use of property:
-Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? E]Yes E]No IF YES, PROVIDE A COPY.
❑,'Check.Box`Aftr:r"•Re ding wThe owner/contractor/design i i:",fi sMOJ�ir,'41 bftss ona s respori ;watqrjssues a's piovided.1
Cede. f9ithelssuanIcedfa Bufldi6g Peftnit ourst;ant,.to�,theSu!lding,Zbrie"',,
''Ordinance of;therTown.ofSouthold,Seffolk,County;NewYork'and other
adijt!ons,a f i
I or demolition h'M6,ddtdibed.,The ap piiia�i ariies to coriipkWkh`all 'co
b ull' Mont dir Ions.,Fa se', :he
J
,Z' i�s ick666or pursuant to Section 210.45 6fihe'iqiW.York State,NOW Uw.,
Application Submitted By(print name): Akl6Gto cltAm—rp/ ElAuthorized Agent I .Owner
/I rT
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF UCL55w)
0 being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) abo4e named,
(S)he is the
(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/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
—day of 20 1--J 6A4 (Ccj6i,
Notary Public
MARICELA QUITO
NOTARY PUBLIC,STATE OF NEW YORK
PROPERTY OWNER AUTHORIZATION Registration No.OIQU6418459
(Where the applicant is not the owner)j Qualified in Nassau County
My Commission Expires
residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: July 20, 2023
TO: Angelo Chantly
80 Watersedge Way
Southold,NY 11971
Please take notice that your application dated June 7, 2023:
For permit: to legalize an"as built" accessory pavilion at:
Location of property: 80 Watersedge Way, Southold,NY
County Tax Map No. 1000—Section 88 Block 5 Lot 54
Is returned herewith and disapproved on the following grounds:
The "as built"accessory, on this nonconforming 18,844.3 sq. ft. lot in the R-40 District,
is not permitted pursuant to Article III, Section 280-15, which states accessory buildings
and structures shall be located in the required rear yard. The accessory is located in the
side .r
In addition,the"as built" structure is not permitted pursuant to Article XXIII Section
280-124 which states; lots measuring less than 20,000 square feet in total size require
maximum lot coverage of 20%. The lot coverage is at 24.8%.
Authorized Sign e
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,Z.B.A.
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: July 20, 2023
RENEWED: October 10,2023
TO: Angelo Chantly
80 Watersedge Way
Southold,NY 11971
Please take notice that your application dated June 7, 2023:
For permit: to legalize an"as built" accessory pavilion at:
Location of property: 80 Watersedge Way, Southold,NY
County Tax Map No. 1000—Section 88 Block 5 Lot 54
Is returned herewith and disapproved on the following grounds:
The "as built"accessory, on this nonconforming 18,844.3 sq. ft. lot in the R-40 District,
is not permitted pursuant to Article III, Section 280-15, which states accessory buildings
and structures shall be located in the required rear yard. The accessory is located in the
side yard.
In addition,the"as built" structure is not permitted pursuant to Article XXIII Section
280-124 which states, lots measuring less than 20,000 square feet in total size require
maximum lot coverage of 20%. The lot coverage is at 24.8%.
Authorized Sig at
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file, Z.B.A..
4 BOARD MEMBERS ��®F SO(/j�® Southold Town Hall
Leslie Kanes Weisman, Chairperson �� �® 53095 Main Road • P.O. Box 1179
Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes �@ Town Annex/First Floor,
Robert Lehnert, Jr. C0U 54375 Main Road(at Youngs Avenue)
Nicholas Planamento Southold,NY 11971
RECEIVE®
http://southoldtownny.gov 4" �S ��:Or�-A.v__"
¢ ;- ZONING BOARD OF APPEALS F EB 2 0 2024
¢J � TOWN OF SOUTHOLD
F E B 2 2 2024 Tel. (631) 765-1809
kVh0)1d&T�own1erk
r., ,. ;..•FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF FEBRUARY 15,2024
ZBA FILE: #7875
NAME OF APPLICANT: Angelo Chantly
PROPERTY LOCATION: 80 Watersedge Way, Southold,NY SCTM: 1000-88-5-54
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was 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 November 30, 2023 stating that this application is considered a matter for local determination as there appears
to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The subject, non-conforming 18,844.3 square feet, .43 acre `rectangular-
shaped' parcel located in the R40 Zoning District measures 81.33 feet along Watersedge Way to a curve at the
intersection with Rambler Road R=20.00 feet L= 29.45 feet, then continues along Rambler Road 157.72 feet to a
residentially developed lot to the north and runs 116.68 feet west to a second residentially developed lot to the west
then runs south 175.00 feet along that residence. The parcel is improved with a two-story frame dwelling with
attached concrete entry stoop, two attached wood decks, an attached outdoor shower, extensive stone patios, a
inground swimming pool measuring 20 feet by 46 feet with patio surround, a wood deck at grade and a pergola
(subject of this application)over a patio, as shown on the survey prepared by Kenneth W. Woychuk, Licensed Land
Surveyor and dated August 4, 2014.
n ,
BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section-124;
and the Building Inspector's October 10,2023,Notice of Disapproval based on an application for a permit to legalize
an "as built" accessory pavilion at; 1) located in other than the code permittedUear yard; 2) more than the code
permitted maximum lot coverage of 20%; located at: 80 Watersedge Way, Southold,NY. SCTM#1000-88-5-54.
RELIEF REQUESTED: The applicant requests variances to legalize an `as built' pergola measuring 16.3 feet by
21.9 feet (shading an outdoor kitchen) that is located in the side yard where such improvements are limited to be
placed in rear yard locations; furthermore, the applicant seeks relief for excessive lot coverage of 24.8% where the
Code allows a maximum of 20% lot coverage, as a result of the `as built' improvement.
l
Page 2, February 15,2024
#7875, Chantly
SCTM No. 1000-88-5-54
ADDITIONAL INFORMATION: The applicant provided architectural plans labeled "Elevations" prepared by
Charles M. Thomas, Registered Architect dated October 11,2023.
Improvements on the subject parcel are covered by the following Certificate of Occupancy:
#Z-22991 dated May 10, 1994 covering the construction of a new dwelling with attached garage and deck
#Z-30189 dated May 11, 2004 covering an accessory inground swimming pool with fence.
#Z-39274 dated October 11, 2017 covering swimming pool fence to Code.
#Z-39281 dated October 11, 2017 covering additions and alterations to a single family dwelling
#Z-39922 dated October 1, 2018 covering swimming pool fence to Code.
A "Stop Work Order" was filed against the applicant dated April 19, 2023 for construction without first
obtaining a Building Permit (for subject Pergola).
During the Public Hearing a neighbor to the north spoke about this application. No other member of the
public or neighbor spoke in favor of or against this application.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on February 1, 2024 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 V67-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The subject property is located in the Terry Waters subdivision,
a bayfront private beach association neighborhood located on Hogs Neck, consisting of approximately 72 pre-
existing, non-conforming lots, laid out in a grid, several of which are beneficiary of similar relief granted for
excessive lot coverage or improvements in other than compliant locations. While most of the houses in the
neighborhood were built in the 1960's and 1970's, the majority have been updated in recent years. As a result of a
corner location, the applicant has two front yards, limiting the placement of accessory structures. Moreover, the
existing mature evergreen screening along the two front yard property lines visually screens the pergola from both
streets.
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 area variances for each the location in a side yard and excessive lot coverage.
The `as built' pergola has existed in its current location prior to August 2014, the date the survey was prepared and
it shades an outdoor kitchen with a roof structure. The improvement is not visible from the roadway from both the
primary and the secondary front yards and an unnecessary hardship would be created to remove this structure. There
is no location in the rear yard to relocate the pergola, as the inground swimming pool is located there.
3. Town Law U67-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100%
relief from the code relative to the `as built' pergola improvement located in the side yard and 24% relief from the
code relative to excessive lot coverage. However, the `as built' pergola is not visible from the roadway and the
excessive lot coverage is not easily recognized as the inground swimming pool is placed within the ground and does
not visually impact lot coverage the same way a three-dimensional structure would.
4. Town Law A267-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.
Page 3, February 15,2024
#7875,Chantly
SCTM No. 1000-88-5-54
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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a `as built' pergola measuring 16.3 feet by 21.9 feet(shading an outdoor kitchen),
located in a side yard and excessive lot coverage for the R40 Zoning District, 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 Planamento,seconded by Member Weisman(Chairperson),
and duly carried,to
GRANT the variances as applied for, as shown on the survey prepared by Kenneth W. Woychuk, Licensed Land
Surveyor and dated August 4, 2014 and architectural plans labeled "Elevations" prepared by Charles M. Thomas,
Registered Architect, dated October 11, 2023.
SUBJECT TO THE FOLLOWING CONDITIONS:
1. The applicant must apply to the Building Department for a building permit for the "as built"
improvement(s)within 90 days of the date of this decision and submit same to the Office of the Zoning
Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the
reason(s)why the applicant was unable to obtain a building permit in the time allotted.
2. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built"
improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this
decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s)
why the applicant was unable to obtain a Certificate of occupancy in the'time allotted.
3. The `as built' pergola may not be enclosed.
This approval shall not be deemed effective until the required conditions have been met.At the discretion of
the Board of Appeals,failure to comply with the above conditions may render this decision null and
void
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued
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.
IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN
Please Read Carefully
Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding
the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department
of a building permit and/or the issuance of a Stop Work Order, 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, demolitions, or demolitions exceeding the scope of the relief granted
herein, 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
Page 4, February 15,2024
97875,Chantly
SCTM No. 1000-88-5-54
that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in
this action.
TIME LIMITS ON THIS APPROVAL: 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. IT IS THE PROPERTY OWNER'S
RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME
FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by
the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and
require a new variance application with public hearing before the Board of Appeals
Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento, Acampora, and Lehnert. (5-0)
i
AeslieKanWeis an, Chairperson
Approved for filing /�� /2024
g11FfOli��, BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD-
v Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
o4A, �a� Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr@southoldtownny.Qov - seand@southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION'(A[I Information Required) Date:5-30-23
Company Name: Lakeshore electric
Electrician's Name: Joe San zone
License No.: Me-41110 Elec. email:Christri1204@gmail.com
Elec. Phone No: 5168605542 ❑I request an email copy of Certificate of Compliance
Elec. Address.:80 killians rd massapequa unit 249
JOB SITE INFORMATION (All Information Required)
Name: Angelo chantdy
Address: 80 waters edge way southhold ny
Cross Street: Longview lane
Phone No.: 9174701064
Bldg.Permit#: rj email:Rivera.carlos96gmail.com
Tax Map District: 1000 Section: Block: Z5 Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Existing gfi outlets and hi hats installed in outdoor bar area
26 hi hats 5 outlets 3 switches 2 circuits
Square Footage:
Circle All That Apply:
Is job ready for inspection?: R1 YES❑NO ❑Rough In n Final
DO you need a Temp Certificate?: nYES ONO Issued On
Temp Information: (All information required)
Service Sizeal Ph[]3 Ph Size: A #Meters Old Meter#
oNew Service[]Fire Reconnect[3Flood Reconnect Service Reconnect❑Underground❑Overhead
#Underground Laterals F11 H Frame Pole Work-done on Service? F3Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
BUILDING DEPARTMENT-Electrical Inspector
ea
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 1 1 971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rooerr@southoldtownn%,,.gov - seat-td@southol-,i'tc,)Wt-frtv.(,f"-
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date:5-30-23
Company Name: Lakeshore electric
Electrician's Name: Joe San zone
License No.: Me-41110 Elec. email:Christril 2049gm'ail.com
Elec. Phone No: 5168605542 [31 request an email copy of Certificate of Compliance I
Elec. Address.: 80 killians rd massapequa unit 249
JOB SITE INFORMATION (All information Required)
Name: Angelo chanty
Address: 80 waters edge way southhold ny
Cross Street: Longview lane
Phone No.: 9174701064
Bldg.Permit#: 56 S-Sr 8 email:Rivera.carlos96gmaii.com
—Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Existing gfi outlets and hi hats installed in outdoor bar area
26 hi hats 5 outlets 3 switches 2 circuits r'Square Footage:
Circle All That Apply: -] YESF-1 NO R Rough In Final
Is job ready for inspection?: FV
Do you need a Temp Certificate?: F-1 YES�NO issued On
Temp Information: (All information required)
Service Size 1-11 PhD Ph Size: A # Meters Old Meter#
ONew ServiceR Fire Reconnect[3FIood Reconnect[:]Service Reconnect E]Underground FjOverhead
# Underground Laterals Di D2 [JAH Frame [:] Pale Work done on Service? Y N
L'
Additional Information: J AE
PAYMENT DUE WITH APPLICATION Y�oa 0-
PERMIT# Address:
Switches
Outlets J _ .
lid/
GFIsII
Surface
Sconces
H H's
UC Lts Fridge HW POOL
Fans Mini Fr. WAD Panel
Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments
Pontino, Susan
From: Megan Carrick <megan.cmtarchitecture@gmail.com>
Sent: Friday, October 6, 2023 4:07 PM
To: Pontino, Susan
j Subject: Renewed Letter of Denial
Hi Sue,
Happy Friday!!
I am in need of an renewed letter of denial from the building department for the following'application:
Owner.Angelo Chantly
Address: 80 Watersedge Way, Southold NY 11971
SCTM#1000-88-5-54
Could you please advise on how to go about this?
Thank you! I hope you have a lovely weekend.
Megan
Megan A. Carrick'
Architect (RA),
Charles M. Thomas Architecture and Planning
631.804.3796 (c) —
MeV,an.cmtarchitecture@gmafl.com
ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders
or unexpected emails.
I
S.C.T.M. NO. DISTRICT: 1000 SECTION: 88 BLOCK: 5 LOT(S):54 LOT COVERAGE
DWELLING W/CANTILEVERS: 1917 S.F.
1ST & 2ND FLR WOOD DECKS: 1482 S.F.
SWIMMING POOL: 920 S.F. I
PERGOLA: 357 S.F.
ON GRADE POOL DECK : N/A I
LOT 54 TOTAL: 24.8% or 4676 S.F.
LOT 53 I VINYL SHED MAX ALLOWABLE 20% = 3769 S.F. I
S 66022'10" E 116.6.8' STK.
PIPE
WOOD RAIL C 0.2'S 4' ESTATE FENCE 0.8'S
FENCE p.3'W 1.3'E
0.7'S x 07 0.2'E
w
wSTONE PATIO
O �
_ O
NO J
_ 20.2' r-1
R014 : : INGROUNWOOD
SWIMMING POOL.-':.':.::::;:::• DECK
�15.7'XQ
'x46'::::::::::..... ::::: ON GRADE
6,8' STONE PATIO 5 1'2
16.3' GATE 0.8'W
22.9
' PERGOLA "rn WOOD GARAGE
OVER `t DECK
PATIO cv of ::::::::::::::::.
ROOF OVER
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STAIRCASE WOOD DECK OOD DECK �21#1) FLR. 41.2
13.0' = W
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GATE :::11.0'::;:��::':;.�:;•: ::•'o o
SLATE WALK Q
(O: U
2ND FLR N
CANTIL R
LOT 56 :: : , 2ND FLR.
CANTILEVER
2ND FLR.
1 1 .6' WOOD DECK
W O
O
o LOT 55
o �
CQ FLAG POLE
Z 0 ,
U.P. O'
N 66022'10" W 81.33' 1'
W.M.
EDGE OF PAVEMENT
WATERSEDGE WAY
ZONED R-40 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
NON-CONFORMING LOT LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 18,844.3 S.F. OR 0.43 ACRES ELEVATION DATUM:
UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLAT70N OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING 77-IE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON'HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUAON
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
771E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY
SURVEY OF: LOT 55 pF xl�N CERTIFIED TO: ANGELO S. CHANTLY;
MAP OF: TERRY WATERS AlP ��, M. worry, FIRST AMERICAN TITLE INSURANCE CO. OF N.Y.;
FILED: DECEMBER 29, 1958 AS #2901 =
SITUATED AT: SOUTHOLD r
a
TOWN OF:SOUTHOLD e- �� KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK � 050882 �� Professional Land Surveying and Design
p P.O. Box 153 Aquebogue, New York 11931
FILE # 14-105 SCALE: 1"=20' DATE: AUG. 4, 2014 N.Y.S. LISC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588
S.C.T.M. NO. DISTRICT: 1000 SECTION: 88 BLOCK: 5 LOT(S):54 LOT COVERAGE
DWELLING W/CANTILEVERS: 1917 S.F.
1ST & 2ND FLR WOOD DECKS: 1482 S.F.
SWIMMING POOL: 920 S.F. I
PERGOLA: 357 S.F.
ON GRADE POOL DECK : N/A I
LOT 54 TOTAL: 24.8% or 4676 S.F.
LOT 53 I VINYL SHED MAX ALLOWABLE 20% = 3769 S.F. I
6�
S 65022'10 E° 116.58
PIPE : /0.2'N STK.
WOOD RAIL C 0.3'E 4' ESTATE FENCE 0.8'S
FENCE 0,3:W 0.2'E
0.7S x
w
w STONE PATIO
o J 20.2'
z INGROUND
WOOD ro
v SWIMMING POOL ::: : :: DECK
: :20'x467'
,015. ' 13ld9 ePtcoAY from zee►
Final ovlewed do is
6,8' STONE PATIO 5 1.2, Oat* 13 a N
::] GATE 0.8'W
X X a
I :: 22.9' : 17.8 Q
' WOOD
PERGOLA � : GARAGE : 16
OVER DECK
7
+'• PATIO • N
c:::::•:: :•:•;;•:
ROOF OVER :::::::::::::::::"� .V 0 c0
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::DWELLING
STONE PATIO #
SPIRAL
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13.0' = W
STK. 1.0'E o can m
o SLATE WALK Q
2ND FLR
CANTIL R �i:•:•:::: :::: :::: ::::':::
LOT 56 2ND FLR.
::::26.91.: ;:::' CANTILEVER
2ND FLR.
WOOD DECK
� a
LOT 55
FLAG POLE
O
9
N 66022'10" W 81.33'
W.M.
EDGE OF PAVEMENT
WAT ERA SEnC�E WAY
ZONED R-40 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
NON—CONFORMING LOT LOCA71ONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS
ARBA: 18,844.3 S.F. OR 0.43 ACRES ELEVATION DATUM:
UNAUTHORIZED AL7ERA7TON OR ADDIT70N TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON
LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE
NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 774E TIME OF SURVEY
SURVEY OF: LOT 55 i3F NC4/ CERTIFIED TO: ANGELO S. CHANTLY;
MAP OF: TERRY WATERSM. Y
��. ,�N wor 0,�, FIRST AMBRICAN TITLE] INSURANCE CO. OF N.Y.;
FILED: DBCEMBER 29, 1958 AS #2901 �Y�� c' -
SITUATED AT. SOUTHOLD
�
TOWN oF:SOUTHOLD
❑
SUFFOLK COUNTY, NSW PORK �2s KENNETH I �fi OYC]H[UK LAND SURVEYING PLLC
050882 SJ� Professional Land Surveying and Design
P.O. Box 153 Aquebogue, New York 11931
FILE # 14-105 SCALE: 1 "=20' DATE: AUG. 4, 2014 PHONE (631)298-1588 FAIt (631) 298-1586
N.Y.S. LISC. NO. 050882
S.C.T.M. NO. DISTRICT. 1000 SECTION: 88 BLOCK: 5 LOT(S):54 LOT COVERAGE
DWELLING W/CANTILEVERS: 1917 S.F.
1ST & 2ND FLR WOOD DECKS: 1482 S.F.
SWIMMING POOL: 920 S.F. I
PERGOLA: 357 S.F.
ON GRADE POOL DECK : N/A I
LOT 54 TOTAL: 24.8% or 4676 S.F.
LOT 53 VINYL SHED MAX ALLOWABLE 20% = 3769 S.F. I
S 66 0" E 116.68'
22 1 STK.
PIPE
WOOD-RAIL FC 1.3;E 4' ESTATE FENCE 0.8'S
FENCE 0.3 V11 0.2 E
0.7'S x
w .
wSTONE PATIO
C w
O Y
rICJ 20.2'
Z ': 'INGROUND :' WOOD o0
v SWIMMING POOL:::::::::::::: DECK L
�15.7' : :20 x46'::: ON GRADE
6.8' STONE PATIO 51.2
GATE 0.8'W
22.9'
PERGOLA 'rn WOOD GARAGE::.:
: OVER d DECK
'`t::::'::::::':: :•
'PATIO N °' '':':' :•:• :':
ROOF6.0
SHOWER M ��" >- c
4.5'x5.5' 2 STY FRAME::::::::::::: ZZ
::::DWELLING ::::::::::::::: NQ Lu v
STONE PATIO : : U N O
SPIRAL N•�'::•:WOOD DECK •::�:::: m w -
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13.0' = W
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SLATE WALK Q
GATE :-A 1.0':::: ::;:;::;::::;b o
•: tp: U
2ND FLR
CANTIL R �i:::•:::: :: :•:::: :::: ::: �1
LOT 56 2ND FLR.
: : :26.9' CANTILEVER
2ND FLR.
1 1 .6 WOOD DECK
w
0
o _
LOT 55
dam-•
co
C\2 FLAG POLE
z o = CD
N 66022'10" W 81.33'
W.M. }^t
co
f, .r
EDGE OF PAVEMENT ~ I"� "'
a;?r
WATERSED GE WAY
1
ZONBD R-40 774E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
NON-CONFORMING 'LOT LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS
AND OR DATA OBTAINED FROM OTHERS
AROA: 18,844.3 -S.F. OR 0.43 ACRBS ELEVA77ON DATUM.
UNAUTHORIZED AL7ERA77ON OR ADDI77ON TO THIS SURVEY IS A IWOLA77ON OF SEC77ON 7209 OF 774E NEW YORK STA TF EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED.TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU71ON
LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE.
774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE '7HEREFORE THEY ARE
NOT INTENDED.TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, AD0177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE S7RUC•TURE5 RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY
SURVOY OF: LOT 55
pF New CORTIFIOD T0: ANGBLO S. CHANTEY;
MAP .OF: TORRY WATBRS �Iz�� M. R,OJ-yp FIRST .AMORICAN TITLB INSURANCB CO. OF N.Y.;
FILED: DBCBMBBR 29, 1958 AS #2901
SITUATOD AT. SOUTHOLD
r o
TOWN OF:SOUTHOLD 0< ,� KENNETH M WOYCHUK LAND SURVEYING PLLC
SUFFOLK COUNTY, NOW' YORK p 050852 SJ� Professional Land Surveying and Design
P.O. Bog 153 Aquebogue, New York 11931
LFILEI 14-105 SCALE: 1"=20' DATE: AUG. 4, 2014 PHONE (631)298-1588 FAX (631) 298-1588
N.Y.S. LISC. NO. 050882
THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE.
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ARCHITECT
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Charles M . Thomas
a r c h i t e c t
ROOF P L A N PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
SCALE: 1/4" = 1'-0" Bldg Dept Copy from ZBA PROJECT
ZBA
Final Mlel#w4d o� ts
Date: �! pZ0 a
��cEN�a ELEVATIONS
oV 2 N23
DATE: 10/11/23
D E S I G N C R I T E R I A PROJECT No.
DRAWING BY. C.M.T.
CHK BY.
SUBJECT TO DAMAGE FROM DWG No.
GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF �o. 001 --
SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION
LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX _
WEATHERING DEPTH TERMINATE DECAY REQUIRED 11 of 1
20 130 B SEVERE 36" MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE - 35.6 PSF RESIDENTIAL 34' 599 TYPE V
TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF
HEAVY MODERATE
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
NOV 2 0 2023
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APPROVED AS NOTED
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1212 m 16"R.R. REVISIONS D E S C R I P T 1 0 N
i�3i•765-1802 8AM TO 4PM FOR THE
a 4.5 (+ ) 7 ALLOWING INSPECTIONS:
1000 IN,STANDING SEAM METAL ROOF FOUNDATION-TWO REQUIRED
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GIRDER REQUIREMENTS OFTHE CODES OFNEW i All CXtnstalled i 'cs replaced or
VORK STATE. NOT RESPONSIBLE FOR '
DESIGN OR CONSTRUCTION ERRORS t' �• if0i III
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a r c h i t e c t
PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
R 0 0 F P L A N
PROJECT
ELEVATIONS
DATE: 03/15/23
D E S I G N C R I T E R I A PROJECT No.
DRAWING BY. C.M.T.
CHK BY,
SUBJECT TO DAMAGE F OM DWG No.
GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF -
SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION �-Fool]- 00
LOAD (MPH) CATEGdRY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX
WEATHERING DEPTH TERMINATE DECAY REQUIRED 1 OF 1
20 130 B SEVERE 36" MODERATE SLIGHT
T 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE - 35.6 PSF RESIDENTIAL 34' 599 TYPE V
HEAVY MODERATE TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE = 28.9 PSF
HE
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7
CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS
PIPING R602. 7. 2 STUCTURAL MEMBER ALLOWABLE
RAFTERS AND CEILING f IDEFLECTION
JOISTS OR APPROVED 4
ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180
SLOPES THAN 6 W/NO TOP PLATES
WW M FINISHED CEILING ,
TOP PLATE SECOND STORY TOP PLATE- GYPSM BOARD INSTALL""INTABLE 3.1 ATTACHED TO RAFTERS
SEE DRILLING AND 6d NAIL AT 24 O.C. ACCORDANCE WITH STUD INTERIOR WALLS AND H/180
JOIST IS PERMITTED TO NOTCHING PROVISIONS FLOORS PARTITIONS
AND PLASTERED L/3sa STUD DO
BE CUT OR NOTCHED BORED HOLE MAX CEILINGS
FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% - ALL OTHER STRUCTURAL L/240 BORED HOLE MAX
SEE DRILLNG AND SEE DRILLING AND OF STUD DEPTH MEMEBERS DIAMETER 40% z
NOTCHING PROVISIONS
BOTTOM PLATE NOTCHING PROVISIONS o
WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/3so OF STUD DEPTH _
1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE STUCCO FINISHE 5/8" MIN. TO EDGE F-
d NAIL AT 6" O.C. 11 NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L 240
WITH WFCM TABLE 3.1 /
Q y �NLL PANEL EDGES) „ WITH BRITTLE(b) FINISHES o_
T JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE
FOR BLOCKING BLOCKED AGAINST PANEL EDGESBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST
NOT EXCEED
C)
40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT
TOP PLATE BAND JCIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the <n
OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w
AND 3.3.1.4 BRIDGING d NAIL AT 6" O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o
BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE
WALL of the cantilever.
CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or DOUBLE AND NO MORE THAN TWO
panelot used it roofs or SUCCESSIVE STUDS ARE DOUBLED
1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED �,
LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not N
BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of zo N N
BAND JOIST WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall
OR BLOCKING 16d NAIL AT 24" O.C.J IW WITH WFCMLLED TABLE03.1 WFCM 2015 SBC HIGH WIND EDITION not exceed L/,20 TABLE R 301.2.2.2.1 WFCM 2015 SB C HIGH WIND EDITION w (0 M
SILL PLATE I TI ON
JOIST 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3.1 .1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A
ORABASEMENT SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORE HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS
° FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING
01 SLAB-ON-GRADE (b) INSIDE CORNER DETAIL PANEL EDGES
NOT AT FOR INTERIOR NONBE RING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS
FOUNDATION WALL SUPPORTING 15 psf or less 25 psf
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED MOLE LIMITATIONS ROOF ONLY 1.0 1.2
FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS o
BEARING WALL NON— BEARING WALLS: 602.E 1 � 2 ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. ^ N
TYPICAL WALL, FLOOR & ROOF FRAMING FOR Sk 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) I— LU O
JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld
2-10d NAILS N
WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE V)
FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE
TRUSS OR CEILING JOIST 0 LiFASTENER SPACING (inches)
SEE STUD TO RAFTER z
FASTENER SPAN 4 FEET 6 FEET BL CKING SECTION A—A C PPLE TUD OR STUD TO STUD DETAIL i GABLE END TRUSS n
TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL O T PICAL NNECTORS Q 0
< 6 FEET < 8 FEET 1/2' SPACING—\ A A R QUIRED U)
U
ALLOWS E CH SIDE
N0. 8 WOOD SCREW HOLDDOWN 10-8d C�
16 10 $ INSTALLATION ULL LENGTH NAILS
HEADER STUDS WA STUDS
ANCHOR WITH 2 EMBEDMENT
0 j
LENGHT DOUBLE )) A A 5d COOLER NAILS AT 10 O.C. Q
ATIHARDWARE ° CORNER STUD , NOTE: 2"x4" BLOCK NAILED TO EACH —
° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS
NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND
ANCHOR WITH 2" EMBEDMENT (HDU) ° ° CONN CTO S AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD � Z
° NOTE: SIMILAR REQUITED N uP ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W
LENGHT ° ° CONNECTION AT EA H SIDE CO EC R
° FOUNDATION. R uIR WALL STUDS AND AT TOP AND z
2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP w 0
1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° NAILS E AT ND
D.C. FLOOR BRACING AT END BAYBAYSTYPICAL FRAMING AND UPLIFT 10-8d NAILS oUj
WITH 2 EMBEDMENT
LENGHT ; ; ( WFCM FIG!JRE 3. 6 ) CONNECTIONS FOR OPENINGS Q W
SUBFLOOR \ /
8d NAIL AT 4 O.C.
ENDWALL STUDS
a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I FACE OF FOOTING CEILING BRACING
b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. - GABLE END WALL
FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w 12" MAX. ( WFCM FIGURE 11 )
c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN
"' o NAILS BASED ON
EMBEDMENT LENGHT OF NOT LESS THAN 2 INTO THE BUILDING FRAME. , , CD ,l SHEAR WALL REQUIREMENTS
FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. L,
TOP PLATE U w
d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING PROVIDE RAFTER TO
VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° H NO CEILING �_ RIDGE TENSION STRAP c�
LESS THAN 1,500 POUNDS. ° H/2 BUT NEED �AX�. "\//'
' /'' DIAPHRAGM CENTER T BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S 0
EXC ED 15 FT. � EXCEED 40 FT. M�T. REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4� � �WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° ° STRAPPED TO TOP
° CORNER STUD 15,/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP
HOLDDOWN ° T OII``�I GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW ~
(HDU) ° ° CONNECTED TO
ROOF RAFTER o ° o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS °-
° °
FOUNDATION CLEA ANCE FROM SCOPES GABLE ENDWALL BALLOON FRAMING° bi
o
PREFERRED METHOD 20 A. STRAP— DOUBLE
STUD (MIN.) Z
1 Lj
4" WIDE MIN. AT HA DW RE 8d NAIL AT 12" O.C. ON o ° RAFTER o
W/(8) 8d NAILS A HOLD DOWN ALL FRAMING MEMBERS
EACH SIDE B CKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES
WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z
(FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W 16d NAIL AT RIDGE BEAM M
FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL
cz
TABLE R301 . 5 NOTES
CONNECTION o N
FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N.
SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING --
EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T
AREA HOLDDOWN USE LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5
/ SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS ANDv
NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE
RIDGE SIMPSON CS-20-4 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND
INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO
i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANC OR 4-8d To RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI )
8-8d To STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2
A 3 5— Chimney Framing , 2-8d TO PLATES WCFM HI H WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE '-
FLOOR TO FLOOR SIMPSON CS-20-4 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT z
CONNECTION A OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD I LIVE LOAD.
STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. USE cc
3 ROOF RAFTER RIDGE DETAIL GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE
4-8d TO PLATE 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND
* NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (� `n
3 SCALE: N. T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. LU
CONSTRUCTION, SSTD 10-99) TABL 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL
A ) d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT
TABLE 3.2 FOR FOUNDATION CONNEC IONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° EDGES ANY POINT ALONG THE TOP DECKS 40 (,)
NAIL PENETRATION INTO FRAMING IS CHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR
WOOD STRUCTJRAL f. GUARD IN — FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50
®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN ao
HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L X
® ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10
® NAILING SCHEDULE \_16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED o
(TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 m
a LOAD REQUIREMENT. U o
9
HIGH WIND EDITION) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS
® z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40
® 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR
ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30
AT PANEL EDGES AND g INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE
12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO
FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40
AT PANEL EDGES CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER
BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO.
PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE
' 2 C R N E R BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS
MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS
_ MET:
�• ° EXTERIOR C 0 R N E FRAMING 1.OR THE MED ATTIC AREA
OPEN ACCESSIBLE BY A ING ACCORDANCE WITH ULL — O N 1TAIND AY
3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN
Simpson Strong — Tie 2:12.
HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED
TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING
ROOMS.
(TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the
( TABLE 3. 1 WFCM 2018 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC
CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S:
NAILING SCHEDULE MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE.
ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state,
NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on
municipal, local zoning and building codes and ordinances
JOINT DESCRIPTION NAIL SPACING 1/2" ANCHOR BOLTS 31 sheet no. 1
having jurisdiction and best standards of construction COMMON NAILS 1 - FLOOR All non engineered lumber to be Douglas Fir 2 or better g �
LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 g g # practice.
RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE OMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall applya
2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project.
CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.28). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any
3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect
9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER.
CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be
9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work
CEILING JOIST OVER PARTITIONS FACE-NAILED Minimum Room Area-Section R304 except for hidden job conditions. z
COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE
Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and O
Sanitation Section R306 equipment incorporated in the work will be new, and that all work _
BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period
Glazing-Section R308 of one year form the date of the final Certificate of Occupancy.
TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means,
Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety
WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he
Landing-Section R311.3 shall not be responsible for the contractors failure to carry out
2-16d SEE NOTE 1 PER FOOT Ramps-Section R311.6 the work in accordance with the construction documents. The
TOP PLATE TO TOP PLATE FACE-NAILED ( '
TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by co
Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w
2-16d 24' O.C. Guards-Section R312
STUD TO STUD FACE-NAILED and/or the building as designed without the expressed written o
Smoke Alarms-Section R314 consent of the Architect.
16d 16" O.C. ALONG EDGES 5. The contractor and all subcontractors shall maintain continuous
HEADER TO HEADER FACE-NAILED Carbon Monoxide Alarms - R315 -•
Foam plastic-Section R316
TOP OR BOTTOM PLATE TO STUD END-NAILED 2-16d PER 2X4 STUD � insurance coverage statutory policies (Worker
Compensation, etc. and general liability( - Inlsulatioame nr-S-Section R316 ead and Smoke-Section R315 less than $ 5 million and automobile liability and damage zco
N
3-16d PER 2X6 STUD P ) 9 yin an mount not cn
4 16d PER 2X8 STUD Dwelling Unit Separation-Section R317 Y 9 0 N N
Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be F r- \ \
FACE-NAILED 2-16d (SEE NOTE 1,2)1 PER FOOT Protection Against Decay-Section R317 6a Providemed ured 0.025° of a meata any and ll shields other than aluminium, over fibrous � \ \ \
FLOOR FRAMING Protection Against Termites-Section R318 a,
Site Address-Section R319 insulation at all perimeter sills.
JOIST TO SILL TOP PLATE TO GIRDER E-NAIL D
4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized
TO
Elevators and Platform lifts -Section R323 or pressure creosoted.
BRIDGING TO JOIST TOE-NAILED EACH END
2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed
3-16d in each bedroom, on all floors and shall be all interconnected per code.
BLOCKING TO SILL OR TOP PLATE FOE-NAILED EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated
Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code.
LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor
3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind.
JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and 0
BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is
to be presented to the Owner at the completion of the job. N
WBAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes O
5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. Lli
BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. W W N
ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York
Energy Conversation Construction Code. All glazed area to be double
16"x8" poured concrete wall footings, 3000# test lazed and all exterior door to have insulated cores.
8d 6" EDGE 6" FIELD „ 9 LJJ
STRUCTURAL PANELS RAFTERS OF, TRUSSES SPACED UP TO 16" OC 2-1 3/4"x11 7/8' Microlam Girder (or 3 1/2'x11 7/8 Power Beam) 15. The insulation protection as indicated on these plans exceeds
4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier s. Z Q
GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6" EDGE / 6" FIELD Dap proofing at exterior foundation below grade-Section R406 16. These sdrawings l and specificationare instruments of service and
8d 6" EDGE 6" FIELD 30"x30%12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for � 0
GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS / AIR-ENTRAINMENT which they made is executed or not. They may not be used Q
CONCRETE TO HAVE 5 TO 7%
8d 4" EDGE 4" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. < U)
GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS v
CEILING SHEATING 17. Architect has not been retained for site supervision, on-site
Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q
GYPSUM WALLBOARD 5d COOLERS 7 EDGE / 10 FIELD All footing to be carried down to undisturbed soil contractor or local building department.
No footing shall be set higher than a 30 degree angle from any other footing
WALL SHEATHING Pour no concrete on frozen ground or in freezing water. O
8d 6" EDGE 12" FIELD Provide 3 1/2' steel lally columns. mi
STRUCTURAL PANELS STUDS SPACED UP TO 16" OC / Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS
strength and has been anchored to the floor above, or has been sufficiently CC
braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS L
Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND 7
Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT W
Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 0
5d COOLERS 7" EDGE 10" FIELD Fireblocking - Section R502.13. z
GYPSUM WALLBOARD ANCHOR BOLTS IN FOUNDATION USE: Q
Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W
3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q
Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q
Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q W
2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER
Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2"
Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END cr
FLOOR SHEATHING
Wallframing and finishing shall be nailed and or screwed in accordance with Gf,RAGE STUD GARAGE SILL PLATE USE:
WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE:
STRUCTURAL PANELS 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING
Overhangs as noted.
1' OR LESS 8d 6 EDGE 12 Vinyl yl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2 X 5" LAG
Alluminum gutters and leaders. Siding: see Elevations. "
GREATER THAN 1" lOd 6" EDGE / 6" FIELD Tyvek housewrap. MTS 36, 16 O.C. BOLTS AT 16 ON CENTER
1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END
2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE:
1/2" Gypsum wall board MSTA 36, 16" O.C.
5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END N
1/2" MR GWB in wet areas Simpson Strong-Tie g N0
At least one window in each sleeping room shall comply with the exit re irements RAFTER TO STUD CONNECTION USE: N P 9 p y q MTS 36, EACH ROOF RAFTER U210 2X6
of section R310. USE 8 16d NAILS AT EACH END
Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST a,
figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTERLLI
SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 4-1Od x 1 1/2" (>
1 1 /4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE:
Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST
16 O.C. USE 4-81D shall have minimum of six (6) fasteners per shingle (section R905.2.5)
NAILS AT EACH STUD SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE:
For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < J
SIMPSON H-8 USE W/ONLY 5 percent slope), o
MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL � ANCHOR BOLT (14 ) GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie
4- 8D TO PLATE PLATE IN BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST
(EVERY STUD) STUD i0 SI 7" MINIMUM EMBEDMENT underlayment °,. U210 2X6
(SEE ANCHORSCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE:
ATTACH T PS720 (ALIGN WITH JOIST BELOW) �.� AT EACH DECK/PORCH JOIST
ON DWGS A 3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to •�,
SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 +J
Startingat the eave apply 36- inch wide 914 mm sheets of underla PORCH ROOF RAFTER TO GIRDER USE:
HDU � PP Y ( ( yment,
overlapping H2.5A AT EACH ROOF RAFTER
'f• 7" N E Y X 3" WOOD SCREWS a successive sheets 19 inches (483mm) and fstened sufficient) to hold in lace.
'J'<
Y P 4-10d x 1 1/2"
U
7" MIN EMBEDMENT e o For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER N
: (SEE FOUNDATION PLANS A-3.1 AND °
° Ice Protection Section R905.1.2
)gyp• en Q •. •. I °� A-3.2 FOR LOCATION) Underla ( g (Section ) CONNECTIONS-
'D°• QED' °D '� •o ,� (MINIMUM DOUBLE STUD) ° Unde n yment n High wind
Section R905.1.1 0 n,
SIMSON STRONG - TIE` g ( ) W
s A :o • a a , , I ° Chimney and firespaces - Chapter 10 STU Y2 BEARING PLATE
1 1/4�► COIL STRAP 16» O.C. Energy Efficiency - Chapter 11, see attached report
e•o D Q a•°D u�� °.
n s USE NAILS C� EACH STUD Mechanical - Chapter 12 DOUBLE 2X MIN.
4-pD
4 D' •c a' -a a' • . '� General Mechanical System - Chapter 13 FOR HEADER OR
D . D °d D e n Heaitng and cooling equipment - Chapter 14 BEAM
° a • a °• a I; a Exhaust Sustem - Chapter 15 >-
^' Duct System - Chapter 16 .� Z
`?� ' °• DOUBLE TOP PLATE MT S30 ROOF RAFTERS Combustion Air - Cha ter 17 Simpson Strong-Tie
DD. P
° ° o �•° �° n Chimneys and Vents - Chapter 18 AC4 F-
c 71 c 7; x�w_e SSP Plumbing - Part VII AT EACH POST o
D �' • SEE LAN • W
1 3/4" IMUM �,° °.°•s°� •n Flood Zone - 301.2.4
EDGE DISTANCE •dd q' D
° ° HEADER
FLOOR TO FLOOR D ' ' L TA21 Simpson Strong-Tie
CONNECTION KNG STUDS GS201Y4" COILED Y2" THREADED ROD U
STRAP. MIN 12" REQUIRED FOR STU 1/2
JACK STUDS OVERLAP AT EACH L
SIMPSON STRONG - TIE SIMPSON STRONG-TIE STUD
1 1/4 COIL STRAP - "MINIMUM CNW NUT COUPLER
10" O.C. USE 4-8D 2 o
AT EACH ROOF SIDECOVER
17-- t- (Z a-
NAILS AT EACH STUD
„ RAFTER USE 8-16D \ I MIN EDGE
®® DISTANCE*
MIN OVERLAP IS 12 NAILS AT EACH END, �I
12" MIN OVERLAP PER RT2.5 JACK 0 SILL
COMPONENT
STHD8 " :g'`"'`dd �'.• ° ' MIN EDGE SHEET N0.
STUD TO ROOF RAFTER FLOOR TO FLOOR °..�.. •� = ''P•'�4�•• DISTANCE*
WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING OR SAB
impson Strong-Tie *NOTE: SEE MANUFACTURERS a
MIN. OVERLAP IS 12 FRAMED OPENING EX ERI OR WALL C 0 N N E C TI 0 N S: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR
SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION INSTALLATION
RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS
THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE.
Fill
202 �t,.^,`�, 4 ` � �, ARCHITECT
sTnac 2"x8"
REVISIONS D E S C R I P T 1 0 N
12 12 R.R.
e 18'Oc.
�)EXISTING EXISTING
ROOF RPFj�R
Xg STANDING SEAM METAL ROOF STANDING SEAM METAL ROO
EX�SS\NO LLU
EXISTING PARALLAM
TECO HOLD DOWN EXISTING PARALLAM
(0 GIRDER
� I
7'-31"
EXISITNG POST WRAPPED WITH 1" X AZEK EXISTING 8x8 ACQ POST
EXISTING 8"X8" 10 io 0 EXISITNG P ST WRAPPED WITH 1" X AZEK SET IN FOOLING SIMPSON STRONG
co co
co
ACO. COLUMN I I I I BOLT TIE ABU88 FOR
ro
8"X8" COLUMN
EXISTING SIMPSON
STRONG TIE ABU88
FOR 8"X8" COLUMN a o57, :
o.
I C I I J I I I I I J I Li
o I I I I I I I I ABUM
Z I I I I I I I I
EXISTING POURED I I I I I ( 1 I
12"x12" CONC PIER I I I I 1 I
ON FOOTING (VLF) I I I I I I I I
I I I I I I I I
r-L—�— 1 r—L—J—, r-L --�-1
I I I I I I I I
I I I 1 I I I I
L-----J L-----J L-----J L-----J
E S 0 U T H ELEVATION E E A S T E L E V A T 1 0 N
SCALE: 1/4" = 1'—O" SCALE: 1/4" = 1'—O" W
. . U LL
oz � 0
h w
Z W
_o — 0
16'-3" n W
13'-11" > w W Z
Q
— —LINE OF ROOF OVERHANG (�
F F T T T-+T� L.L ..
EXISTING 8x8 ACID POST
I , XISTI G ARA M ' ' ' ' SET IN FOOTING O
W/1/2"0 POLT
]I/'[7 o
W
1-- 19
j I I Zg o I
E ISTIN ��
yO tz1 'X8" CO R 4v
= 00
I _ 00 V /
IS11N a le C.
a 2 X8", COLR 11ES
zl a a Iz
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I . to
o 4�9 o
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z Gj�` I 0 I I I i ui
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X` G ARA AM , I
—I- - - LLLLL� Jai
LINE OF ROOF OVERHANG
Charles M. Thomas
a r c h i t e c t
ROOF P L A N PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
SCALE: 1/4" = 1'—O" PROJECT
ELEVATION S
DATE: 10/11/23
D E S I G N C R I T E R I A PROJECT No.
DRAWING BY. C.M.T.
CHK BY.
SUBJECT TO DAMAGE FROM DWG No.
GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF W-mm
SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION
LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX —
WEATHERING DEPTH TERMINATE DECAY REQUIRED I OF I
20 130 B SEVERE W. MOODERATE LIGHT 11 YE S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE - 35.6 PSF RESIDENTIAL 34' 5N TYPE V
HEAVY MODERATE FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.