HomeMy WebLinkAbout46269-Z ,���g�EFOLKcrr� Town of Southold
4/17/2023
a , P.O.Box 1179
y 53095 Main Rd
oy o� }fi Southold,New York 11971
�Ol ,la.pr
CERTIFICATE OF OCCUPANCY
No: 44025 Date: 4/17/2023
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 1985 Peconic Ln.,Peconic
SCTM#: 473889 Sec/Block/Lot: 74.-5-7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/30/2021 pursuant to which Building Permit No. 46269 dated 5/18/2021
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"accessojy garage as aapplied for per ZBA#7479, dated 4/15/2021.
The certificate is issued to Meyers,Kevin&Christine
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46269 4/12/2023
PLUMBERS CERTIFICATION DATED
ut ori ed ignature
fFQtK� TOWN OF SOUTHOLD
�o ay BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
"oy • o� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 46269 Date: 5/18/2021
Permission is hereby granted to:
Meyers, Kevin
59 Wellington Rd
Garden City, NY' 11530
To: Legalize as-built accessory garage and shed as applied for with ZBA#7479
At premises located at:
1985 Peconic Ln., Peconic
SCTM # 473889
Sec/Block/Lot# 74.-5-7
Pursuant to application dated 4/30/2021 and approved by the Building Inspector.
To expire on 11/17/2022.
Fees:
AS BUILT-ACCESSORY $848.00
CO-ACCESSORY BUILDING $50.00
Total: $898.00
Building Inspector
pF SO�r�Q!
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 a� sean.devlina-town.southold.ny.us
Southold,NY 11971-0959 Q�yC0UNT1,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Kevin Meyers
Address: 1985 Peconic Ln city,Peconic st: NY zip: 11958
Building Permit#: 46269 Section: 74 Block: 5 Lot: 7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Home Owner License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 1 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors
Main Panel A/C Condenser Single Recpt 30A Recessed Fixtures CO2 Detectors
Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 4 4'LED Exit Fixtures Sump Pump
Other Equipment: 100A Sub Panel 12 Circuit/ 8 Used
Notes: AS BUILT NO VISUAL DEFECTS " Garage
Inspector Signature: Date: April 12, 2023
S.Devlin-Cert Electrical Compliance Form
o�aOF SO/it,
# TOWN-OF SOUTHOLD BUILDING DEPT.
co 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND .[ '°] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL rTz-Eiy 6"�
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION
REMARKS:
vM
DATE 3 20�� INSPECTOR
�aOF 50UlyO &9
�o �0
# TOWN OF SOUTHOLD BUILDING DEPT.
oou765-1802
INSPECTION
[ ] FOUNDATION IST [ ] 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
REMARKS: z
/ Af'r
I If VA all le�pj",e
J-� OA rA ON 12 cx Aeoll aA
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f1 r- C t Cix �1
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DATE L 2Z, INSPECTOR -
oF SOU -
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# # TOWN OF SOUTHOLD BUILDING DEPT.
`y�nurm 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) 4ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O [ ] RENTAL
REMARKS: V,.df:i
z _
DATE I INSPECTOR
FIELD.INSPECTION REPORT 'DATE
, COIVIM�N�S
FOUNDATION(1ST) '-�
FOUNDATION(2ND) _ .: .;•.:., :.:.. � �
ROUGH FRAMING:8i
PLUMBING:
t
INSULATION.PER N.Y. y
STATE'ENERGY CODE
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-AV .
FINAL00,
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ADAITIONAL Gf) QT1/0 rl
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•o"ff��41�� TOWN OF SOUTHOILgD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959•
oy • � ` Telephone (631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtowmiy.goV
For Office Use Only Date Received
-err^ i• •'..
1%
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PERMIT NO. 9 Building Inspector: I }' V Lzi
Applications and forms must be filled out in their entirety. Incomplete applications APR 3 0 2021
will not be accepted. Where the Applicant is not the owner,an Owner's
Authorization form(Page 2)shall be completed.
APPLICATION FOR.BUILDING PERMIT Date: 0 12-1
OWNERS OF.PROPERTY:
Name: KNi n Me <) Tax Map#:SCTM#1000-
Physical
1000-Physical Address: IgB5 WCOncC LaV�ej
Phone#: ,5ito) 3%- y2-11 [Email: KuMMeq e6 oftoVNt"\e.oc,)'
Mailing Address: 5c, 11 e-WOODn Rd Gw&f) C&Ly N1 11 30
CONTACT PERSON:
Name: C�f1CL1(`QS `�"1(IOVYLO$
Mailing Address: pv �3oX x-1-1 JLL,meS bit �� llel`1�l
Phone#: 51(00 -i02,..-551ci Email: CC{}�p lo3f ao1 •COMM
DESIGN PROFESSIONAL INFORMATION:
Name: mXyv-S iA)0VW1S l)
Mailing Address: • X01 8.-11 � � cs 04(3v NT ��qy1
Phone#: �� 1�>'fib Z- 3(i51q Email:CdAAn(3MCG%I0XZ04 k Wyyl
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
5 other Legabuffio ) (rP GAiinuk (,l0 ned $
Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes ❑No
_
PROPERTY INFORMATION
Existing use of property: Sty) jk faXy�,Vq •hu,&q, Intended use of property: X V) (,e VQ,yy dij kovVl..fc ,
Date of Purchase: 00 . 2020 Name of Former Owner: v hC2vt� MAZZ�l
1
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ❑No IF YES, PROVIDE A COPY.
❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print na CV)C�y-tfS -TV-�prf)o�SFfAuthorized Agent ❑Owner
Signature of Applicant: !� Date: 4– J
STATE OF NEW YORK)
SS:
COUNTY OF 60LV- )
C ylayl,es TOO ffiof being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the A aQnt
(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 NOW o , 2C- 1
N ubIi
Erin Murphy-Apicello
Notary Public
PROPERTY OWNER AUTHORIZATION State of New York
County of Suffolk
(Where the applicant is not the owner) REG#01MU6090387
Expires April 14,20---a
I, )1`t to Mau pu—s residing at 5G 11itw-nakri I z0 . F=�G��r� to C!.
N j �i55 do hereby authorize C VA aA-t?.-S —y \Oyv1f,5 to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
y 2 q Z i
Owner's Signature bate
ifJ I� �E125
Print Owner's Name
BOARD MEMBERS �F so 53095 Southold Town Hall
Leslie Ktnes Weisman,Chairperson �� y� 53095 Main Road•P.O.Box 1179
Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes G Town Annex/First Floor,
Robert Lehnert,Jr. '�c� • �O 54375 Main Road(at Youngs Avenue)
Nicholas Planamento l�/'COU��� Southold,NY 11971
http://southoldtov=y.gov
ZONING BOARD OF APPEALS C� 8:2q
TOWN OF.SOUTHOLD v
APR 2 6 2021
Tel.(631)765-1809.•Fax.(631)765-9064
S®ut ®Id Town Clerk
J
FINDINGS,.DELIBERATIONS AND DETERMINATION
1kIEETING OF APRIL 15,202I
ZBA FILE: #7479
NAME OF APPLICANT: Kevin Meyers and Christine Meyers
PROPERTY LOCATION' 1985 Peconic Lane,Peconic SCTM No. 1000-74-5-7
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property_under. consideration in this
application and determines that this_reviewfalls under the Type II category of the State'.s.I:ist,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 14-44 to 23;and the Suffolk County Department of Planning issued its rsply
dated February 17,2021 stating that.thisapplication is considered a matter for local determination as there appears
t_o be no.signifcant 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 parcel is a code conforming 1.674-acre.parcel located in an R-40 Zoning
District. The parcel runs 82.50 feet along Peconic Lane, 886.52 feet on the North side, 881:26 feet on the South side,
and 82.65 feet on the West side.:The parcel 1.is improved with a two=story frame house with an attached wood deck,
a one-story frame garage, a frame shed, and a root cellar underground. All is shown on a survey.prepared by John
T.Metzger, last revised September 1,2020,
BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's
November 18, 2020 Notice of Disapproval based on an application for a permit to legalize two"as built"accessory
buildings; at 1) accessory garage located less than the code required 20 feet'setback from the property line; 2)
accessory shed located less than the code required 20 feet setback from the property line; located at: 1985 Peconic
Lane,¢�-- NY. SCTM No. 1000-74-5-7.
RELIEF REQUESTED: The applicant requests a variance to legalize an as-built accessory garage located 4.4 feet
from the property line and an "as-built" shed located 11.6 feet from the property line where the code requires the
accessory structures be located a minimum of 20 feet from the property line.
ADDITIONAL INFORMATION: The applicant's representative indicated during the public hearing that the
accessory garage is shown on a survey dated 10/25/1971 and was rebuilt in the same footprint
approximately 15 to 20 years ago. The as built 8.3 ft. x 12.3 ft shed has been in place for approximately
10 years.
Page 2,April 15,2021
#7 479,Meyers
SCTM No. 1000-74-5-7
FINDINGS OF FACT/REASONS FOR BOARD ACTION:.
The Zoning Board of Appeals held a public hearing on this application on April 1,2021 at which time written and
oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and
surrounding neighborhood,and other-evidence;the Zoning Board finds the following facts to be true and relevant
and makes the following findings:
1: Town Law §267-bQ)(b)(1). Grant of the variances for the accessory garage will not produce an:undesirable .
change in the character of the neighborhood or a detriment to nearby properties. The neighborhood.is an older
neighborhood that consists of single-family homes;a town park, and agricultural properties. The garage is set back.
behind the dwelling and is approximately 160 feetfrom the street. The garage is more thancode required 20.feet
from the North Property line..-The neighbor to the South is a&acre agricultural property consisting ofnursery stock.
The Southernly neighbor's home is set back from'the property line and screened by plantings so that it is not affected
by the.garage. The accessory shed is 8.3 x:12.3 feet, is not high and is setback 11.6 feet from a side yard property-
line
ropertyline that is adjacent to a public park. It is screened from view by a solid stockade fence along the side property--line
which prevents it from being seenby those using the park,Moreover, it has no visible impact on-the street since it is
setback behind the house at approximately 230 feet from Peconic Lane.
2. Town Law4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for
the applicant to pursue, other than an area variance. .The.applicant could demolish the garage and shed and build
new'ones in.a code conforming location. However,that would require a financial.investment that.would appeai'to
be unnecessary, given:the lack of adverse impact by either of these two as:built structures. Additionally; since the. .
subject parcel is aaong narrow lot,. order to locate both structures with conforming side yard setbacks;they would
have to be centered.on.the.property where they would be inconvenient to use in relation to the existing.driveway,and
where they would visually and physically,interrupt the applicant's use of their rear yard recreational space.
3. Town Law' .§267 b(3)(b)(3). The variance granted herein for the garage is, mathematically substantial,
representing 78%.relief from the code. A variance for the shed is substantial representing.58%relief from the code.
However,there are survey's showing that the.garage was constructed prior to 1971 and the shed has been in place
for about 10 years. At,the time both accessory structures were built,the zoning code required different setbacks than
are required today,and.neither accessory structure.has had any adverse impact on adjacent properties.
4. Town Law 4267-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 an accessory garage and shed 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 267-13,motion was offered by Member Dantes, seconded by Member Lehnert, and duly carried,to
GRANT the variances as applied for and shown on the survey prepared by John T. Metzger L.L.S. last revised
September 1, 2020, and Architectural Plans prepared by Charles Thomas, Architect, dated January 7, 2021.
A
Page 3,April 15,2021
4479,Meyers
SCTM No. 1000-74-5-7
1. The applicant must apply to the Building Department for a building permit for the"as.built"
improvement(s)within 30 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
reasoh(s).why the applicant was unable to.apply for 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 six months of this.
decision or submit a written request for an extension to the Board.of Appeals,setting forth.the reasons).
why tlieapplicant was unable to obtain a Certificate of occupancy in the time allotted.
3. The "as built" irnprovement(s)may not be used until a Certificate of Occupancy has,been obtained.
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 decisipn null and
void
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued
The Board r.eserves.the right to substitute a similar design that is de minimis in nature for an alteration that does not
increase the degree.of nonconformity.
Any:deviation from.the.survey, site plan and/or architectural drawings cited in this decision;will result: n delays.::.
andfor apossible.denial byahe Building,Department of a:building permit, and may require a new application and
uljlic.hearingbefor ;the_Zonirig;Board:of-.,4 gals,.:
Any deviation from the variances) granted,herein as
shown on the,architecturatl dra wings a te.plati and/orsurvey;
cited above;such as.alteratFons, extensions, ordemolitions; are.nofduth.Orized under tTzis:application w Teri tnvotvirig
nonconformitiesunder the zoning:code.:This action does not.authorize:oncondone:any current orfitture arse; setback
or other feature of the,subject property that may violate the Zoning Code, other.than such uses; setbacks artd other
features as are expressly addressed inahis action..
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
een filed with the Suffolk County Clerk,within three
procured, and/or a subdivision map has not b
(3)years from the date such variance was granted., The Board of Appeals may,.upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)
year terms..
vote of the Board: Ayes:Members Weisman (Chairperson),Acampora,Dantes,Lehnert, and Planamento(5-0).
c
A
Aeslies Weisman, hairperson
Approved for filing f,70 /2021
rp
CHARLES M. THOMAS R.A. PLLC
206 LINCOLN STREET
RIVERHEAD, NY 1 1 90 1
(51 15) 702-3519
CDTHOMAS63 @AOL.COM
MAY 1 1 , 2022
Town of Southold
Zoning Board of Appeals
Re: Letter of Extension Appeal No. 7479
Meyers Residence, 1985 Peconic Lane, Peconic
SCTM#1000-74-5-7
Kim Fuentes,
n of the
Kim my client Kevin Meyers is requesting an nth time ditional frame. A final inspection was
was to obtain a CO within the 6 mo
completed by the building inspector on March 3, 2022. The inspector requested
that the architect certify that the foundation and strapping meets NYS code
and requested an Plectrical certificate. These actions have not been completed
a's Ul q 2022 ext,..--ion expired.
2022, I submitted a lette~ to Li building department certifying
On May 11,
that the foundation ,-d strapping meets 1, . Code. The client, Kevin Meyers,
will be acquiring the ele,,,-;-al certificate that izz, _ 11.1ired.
Thank you for your attention to this matter. Please contact my office by email
or telephone with any questions you may have. My email address and
telephone number are listed above.
y
ARLES M. THOMAS;,RyA., '''^ +`
j � 5,
$=BOARD RS Southold Town Hall
P EMBi ®F SOU
53095 Main Road • P.O.Box 1179
Leslie Kanes Weisman,Chairperson ®�� ®�®
Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes Town Annex/First Floor,
Robert Lehnert,Jr. ® �� 54375 Main Road(at Youngs Avenue)
Nicholas Planamento 9e,enum Southold,NY 11971
http://southoldtownny.gov
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
May 19, 2022 Tel.(631)765-1809•Fax(631)765-9064 '
i
Charles M. Thomas, R.A. f MAN/ 1 8 2022 -
206 Lincoln Street
Riverhead,NY 11901
RE: Request for Second Extension
Appeal No. 7479, Meyers -
a.
1985 Peconic Lane, Peconic
SCTM No. 1000-74-5-7
Dear Mr. Thomas;
We received your correspondence, dated May 11, 2022, requesting an additional extension for your client to
comply with the Zoning Board of Appeal's Condition 42 of the April 15,2021 decision requiring that the
applicant obtain a Certificate of Occupancy from the Building Department for the"as built" improvements.
On February 3. 2022,the L-)ard granted your client a three-month extension to have all the work completed
anu .,.,'.-Pdule a iu—: ncnectiu..
In your receLietter, you explain that the 'iuilding inspector, on March 3, 2022, requested that an architect
certify the foundation and strapping to meet ;t,;th NYS Building Code and also requested that your client file
for an electrical certificate. A certification was submitted to the Building Department on May 11, 2022 and
your client will soon be acquiring an electrical certificate.
During the May 19, 2022 Special Meeting, the :6,--;ng Board of Appeals granted your request for another
three (3) month extension beginning on May 3, 2022, w '-"re on August 3, 2022.
Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send
a copy of this letter with your request to the Building Department.
ASincersman
Chairperson
cc: Building Department
CHARLES M. THOMAS R.A., PLLC
206 LINCOLN STREET
RIVERHEAD, NY 1 1 90 1
(51 6) 702-351 9
CDTHOMAS63 @AOL.COM
DECEMBER 29, 2022
Town of Southold
Zoning Board of Appeals
Re: Letter of Extension Appeal No. 7479
Meyers Residence, 1985 Peconic Lane, Peconic
SCTM#1000-74-5-7
Kim Fuentes,
Kim, my client Kevin Meyers is requesting an additional extension of the ZBA
decision to obtain a CO within the 6 month time frame. A final inspection was
completed by the building inspector on March 3, 2022. The inspector requested
that the architect certify that the foundation and strapping meets NYS code
and requested an electrical certificate. These actions have not been completed
as of August 3, 2022, when the second extension expired.
On May 11, 2022, I submitted a letter to the building department certifying
that the foundation and strapping meets NYS Code. This letter was likely
misplaced, as I received an email from Donna Westermann on December 28,
2022 requesting the letter. I emailed her a copy of the certification letter that
was dropped off on May 11, 2022 in which she indicated would be put in her
records. I have also reached out to the client, Kevin Meyers, who will be
acquiring the electrical certificate that is required, notifying him that this needs
to be done promptly.
Thank you for your attention to this matter. Please contact my office by email
or telephone with any questions you may have.. My email address and
telephone number are listed above.
Very truly yours . a-
L
CHARLE ..',.A.,
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex ��®� S®(/��o® P.O.Box 1179
54375 State Road Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.)
Southold, NY Telephone: 631 765-1809
http://southoldtow=y.gov
®�yc®U ,�
ZONING BOARD OF APPEALS
Town of Southold
® IF (r IS II v 1�
January 5, 2023
R :-AtJ 'tie ei®a3:
Charles M. Thomas, R.A. BUILDING DEPT.
TnIAIKI nC eni ITUM n
206 Lincoln Street
Riverhead,NY 11901
RE: Request for Third Extension
Appeal No. 7479, Meyers
1985 Peconic Lane, Peconic
SCTM No. 1000-74-5-7
Dear Mr. Thomas;
We received your correspondence, dated December 29, 2022, requesting a third extension for your client to
comply with the Zoning Board of Appeal's Condition#2 of the April 15, 2021 decision requiring that the
applicant obtain a Certificate of Occupancy from the Building Department for the "as built" improvements.
On February 3, 2022,the Board granted your client a three-month extension to have all the work completed
and to schedule a final inspection. On March 3, 2022, a final inspection was conducted that resulted in the
Building Inspector requesting certification by the Architect and an electrical certificate. Again, on May 19,
2022, an extension was issued to your client to expire on August 3, 2022. On several occasions, we reached
out to your office to inquire whether documents, as required, have been submitted to the Building
Department, or if you require an additional extension.
In your recent letter of December 29, 2022, you explain that you submitted a letter to the Building Inspector
on May 11, 2022 certifying that the foundation and strapping to meet with NYS Building Code, and that you
reached out to your client who will be acquiring the electrical certificate as required.
During the January 5, 2023 Regular Meeting,the Zoning Board of Appeals, the Board granted your request
for another three (3) month extension beginning on January 5, 2023, to expire on April 5, 2023. This will be
your final extension.
Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send
a copy of this letter.-with your request to the Building Department.
Sincer y
L ie KanesJcisman
Chairperson
cc: Building Department
CHARLES M. THOMAS R.A., PLLC �.JAN 1 $ 2023
206 LINCDLN STREET
RIVERHEAD9 NY 1 1 90 1 ��B I�F ®Ud�
(63 1 )702-351 9
ODTHOMAS63 @AOL.COM
MAY 1 19 21322
Building Department
Town of Southold
Re: Meyers Residence
1985 Peconic Lane, Peconic
SCTM#1000-74-5-7
Dear Sire/Madam:
This letter shall serve to certify that I was retained to inspect the existing
foundation as well as the installation of the strapping (wall and roof) of the
above referenced detached garage. I can attest that the foundation as well as
the roof and wall strapping conform to my plans and specifications and 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 g ��
C1 A L = 1�b A R.A.
L
J
OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex 0 `SQUr P.O.Box 1179
y'
54875 State Road Route 25 Southold,W 11971
(cor.Main Rd.&Youngs Ave.)
Southold,NY Telephone: 631 765-1509
http://southoldiownny.gov
ZONING BOARROF APPEALS.
Town of Southold
January 5,2023
Charles M.Thomas,R.A.
206 Lincoln Street
Riverhead,NY 11901
R&` Request for Third Extension
Appeal No.7479,Meyers
1985 Peconic Lane,Peconic
SCTM No. 1000-74-5-7
Dear Mr.Thomas;
We received your correspondence, dated December 29,2022,requesting a third extension for your client to
comply with the Zoning Board of Appeal's Condition#2 of the April 15,2021 decision requiring that the
applicant obtain a Certificate of Occupancy from the Building Department for the"as built" improvements.
On February 3,2022,the Board granted your client a three-month extension to have all the work completed
and.to schedule a final inspection. On March 3,2022,a firial',inspection,was coriducted'bat�resulted in the
Building Inspector requesting certification by the Architect and an electi-ical certificate:. Again,on May 19,
2022,an extension was issued to your client to expire on August 3,2022. On several occasions,we reached
out to your office to inquire whether documents, as required,have been submitted to the Building
Department,or if you require an additional extension.
In your recent lett'er.o,'f Deeembbr.29,2022,,you explain.that yoti suliinitted a;letter to the.B:uilding.Inspector
on May 11,2022.certrfying that the foundation:and strapptng to meet`.witti'NYS Bu'ildmg.Code;;and that you,
reached out to your client who will be acquiring the electrical certificate as required.
During the January 5,2023;Regular' ng,the&hing.B:bard of Appeals,the Board'!granted your.-zequest
for another th;ree;(3)month-extension:beginning on Janu' ,2023,to;expire on'AprH 5,'.2023:; This-,will be
your final extension.
Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send
a copy of this letter with your request to the Building Department.
Sricer. ,y
li to Kanes ....eisman
Chairperson
cc: Building Department
T
Q
Page 3,April 15,2021
#7479,Meyers
SCTM No. 1000-74-5-7
1. The applicant must apply to the Building Department for a building permit for the"as built"
improvement(s)within 30 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 apply for 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 six 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"improvement(s)may not be used until a Certificate of Occupancy has been obtained.
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 Buddiicg.!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.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or apossible denial by the Building Department of a buildingpermit, and may require a new application and
public hearing before the Zoning Board of Appeals.
Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey
cited above,such as alterations,extensions, or demolitions,are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current or future 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.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may,upon written
request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1)
year terms.
Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,Lehnert,and Planamento(5-0).
eslie Kanes Weisman, °hairperson
Approved for filing f,70 /2021
• i
BOARD MEMBERS - Southold Town Hall
Leslie Kanes Weisman.Chairperson �Q $QUPy 53095 Main Road, P.O.Box 1179
D�O' Southold,NY 11971-0959
Patricia Acampora Mkb Location:
Eric Dantes Town Amex/First Floor,
Robert Lehnert,Jr. 0. 54375 Main Road(at Youngs Avenue)
Nicholas Planamento Southold,NY 11971
http://southoldtownny.govn ..
11
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD lti
Tel.(631)765-1809•Fax(631),76.5-9064
APR 2 6 202'
�[�x�Gtxx�
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF APRIL 15,2021
ZBA FILE:#7479
NAME OF APPLICANT: KevinMeyers,and Christine Meyers
PROPERTY LOCATION: 1985 Peconic Lane,Peconic SCTM No. 1000-74-5-7
SEQRA"DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application I and determines that this review falls under the Type II category of the State's List of Actions,without
further steps under SEQRA.
SLFOTK CC{UNTY ADMINISTIZATTVE CODE:, This'applica"tion was'referred as:required'under the Suffolk
CounW,Administrative-Code Sections A.14'14`to 73;and the Su f folk County:Department'.of Planning issued fts b6ply
dated February 17,2021 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`DfiTER1Vi1NAT1614 The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and isnot subject to review under Chapter 268.
PROPERTY'„FACTS/DESCRIPTION:;The parcel is a code conforming..:1,:674-acre parcel located-in.:an R-40`Z6,iili,
District. The parcel runs 82.50 feet along Peconic Lane,886.52 feet on'the.North side,.M l.26_feet;on the Souths'ide;,
and 82:.65„feet on the Westside. 'The,parce1,is improved with a';two'-story frame hbiise with an attached wood,deck;-
a one=story'frame garage,q,'-N ne,shed;Gadd a root:cellar,underground: All is showri;on a survey,prepared by`John;
T.Metzger,last revised September 1,2020.
'BASIS OF APPLICATION: Request fora,Variance from Article III, Section 280-15 and the Building Inspector's
Noveriiber 18 2620..Notice�of Disapproval based ptn:anAppii*tion.for a permit'to Iegalize.two"a9'built”accessory
liu.'ildings; at. 1)'..aceessory;gara& located,.less't6an.: hd'eode,;requited;20 fe,,etsetback from the grope"rtyline; Z)'
;accessory shed located less-fhati tEie. b®uired.20'feet setback from the-property line; located:at: 1985 Peconic
Lane;;.(Adj.-to:torig,Island(Sound): utchogue;NY SCTNLNo. 1000-74-5-7.
REtIEF'RE. 11QUESTED: -The applioant'tOlaests'a;variaoce,to legalize an as-built4666§soiy garagdIocated;4;4,feet
from`;the..property line and.ari"as=built"shed,lo'dated 11::6 feet- from the property line,,%v—he,1. �the code require§'the
acces orystructures be located:aminimu —of:20"feet'f fti'the property line.i
-ADDITIONAL INFORMATION: The applicant's representative indicated during the public hearing that the
accessory,,:garage; is slip)% on a survey dated 10/25/1971 and was rebuilt in the swine °footprint
approxifriately 1`5'to 20'years ago. The as built 8.3 ft. x 12.3 ft shed has'been'in place for approximately
10 years.
i
Page 2,April 15,2021
07479,Meyers
SCTM No.1000-74-5-7
.FINDINGS OF FACTI REASONS FOR BOARD-ACTION:.
The Zoning Board of Appeals held a public hearing on this application on April 1,2021 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 Lase§-267-1i(30l(t1. Grant of the variances for the accessory garage will not produce an undesirable
change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is an older
neighborhood that consists of single-family homes,a town park,and agricultural properties. The garage is set back
behind the dwelling and is approximately 160 feet from the street. The garage is more than code required 20 feet
from the North Property line. The neighbor to the South is a 6-acre agricultural property consisting of nursery stock.
The Southernly neighbor's home is set back from the property line and screened by plantings so that it is not affected
by the garage. The accessory shed is 8.3 x.12.3 feet, is not high and is setback 11.6 feet from a side yard property
line that is adjacent to a public park.It is screened from view by a solid stockade fence along the side property line
which prevents it from being seen by those using the park.Moreover,it has no visible impact on the street since it is
setback behind the house at approximately 230 feet from Peconic Lane.
2, Toivn_Law" 267-b(31(b)(2)._ The benefit sought by the applicant can be achieved by some method,feasible for
the applicant to pursue, other than an area variance. The applicant could demolish the garage and shed and build
new ones in a code conforming location. However,that would require a financial investment that would appear to
be unnecessary, given the lack of adverse impact by either of these two as built structures. Additionally,since the
subject parcel is a long narrow lot,in order to locate both structures with conforming side yard setbacks,they would
have to be centered on the property where they would be inconvenient to use in relation to the existing driveway,and
where they would visually and physically interrupt the applicant's use of their rear yard recreational space.
3. Tbwn.law::&26Z-6(3kb)(3). The variance granted herein for the garage is mathematically substantial,
representing 78%relief from the code. A variance for the shed is substantial representing 58%relief from the code..
However,there are survey's showing that the garage was constructed prior to 1971 and the shed has been in place
for about 10 years. At the time both accessory structures were built,the zoning code required different setbacks than
are required today,and neither accessory structure has had any adverse impact on adjacent properties.
4. Town:Lav.826740A)(O. 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 L'aiv.,067-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`Late&267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy'the benefit of an accessory garage and shed 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 Dantes,seconded by Member Lebnert,and duly carried,to
GRANT the variances as applied for and shown on the survey prepared by John T. Metzger L.L.S. last revised
September 1,2020,and Architectural Plans prepared by Charles Thomas,Architect,dated January 7,2021.
CJ
I:F0 BUILDING DEPARTMENT- Electri e
I I s ctor jr
,�p\pS11 l�c�Gy�► TOWN OF SOUTHOLD p BAR - 8 2022
C* =` Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959�! -731 x DEPT.
Telephone (631) 765-1802 - FAX (631f 72 ''' pp' y
65=96b
rogerr(a)southoldtownny.gov seandCasoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali information Required) Date:
Company Name: �� S �n ��
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: SLi 3 qC 41a-� ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: e vv VX M f
Address:
Cross Street:
Phone No.: r-14
Bldg.Permit#: �a (p email:
Tax Map District: 1000 'fie- Section: Block: 5 Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
64— cam;l 4-�Lp— _r
l r'j&D '5
Square Footage:
4--
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Size F11 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 R2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
� a
i� I VICE i f
UvI -,
BUILDING DEPARTMENT- Electri I I spector
TOWN OF SOUTHOLD BAR - 8 2022
CZ - Town Hall Annex- 54375 Main Road -PO Box 1179
Southold New York 11971-095��` _ ' Ot''E•
oyo� ap�� Telephone (631) 765-1802 - FAX (631 �5`ibiou_KOLD
rogerr(cD-southoldtownny.gov - seand(cbsoutholdtownny.gov.
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name:
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: �
,11032e-1-tic� j ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: P�t/a �-
Address: t"V jG
Cross Street:
Phone No.:
Bldg.Permit#: (p email:
Tax Map District: 1000.' - .Section': Block: Lot:
BRIEF DESCRIPTION OF.WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
l L&D 5 s bpi ;
Square Footage: ^=FF
Circle All That Apply: g.
Is job ready for inspection?: ❑ YES ❑ NO ❑RoughIn ❑ Final
Do you need a Temp Certificate?: F_], YES ❑NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3-Ph Size: A # Meters Old Meter#
❑.New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 F12 H Frame 0 Pole Work done on•Service? Fly FIN
Additional Information:
PAYMENT DUE WITH APPLICATION
� a
f . �
PERMIT# Address:
Switches �I
Outlets
It1 �G FI's -
Surface �.
Sconces 11 1
H H's _ ....
Fans 'Fridge _. .,.. HW _
Exhaust Oven W/D
a
Smokes DW
Mini. .
IVlicro Generator:
^Cooktop :-. ...._.......... .........,, Transfer..
AC'. . AH Hood Service
°Amps Have �'lJsed
Special,_ : . ... ..:....._..:_...._.. .. .. �`
Comments
N oPo ,
SURVEY OF PROPERTY
A T PECONIC o�TOWN OF SO UTHOLD
SUFFOLK COUNT ° oi0
WATER
1000-74-05-07 G� METER
SCALE. 1 —40
AUGUST 21, 2020o2�
SEPTEMBER 1, 2020 (REVISION)
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FR.SHED
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CERTIFIED TO:
KEVIN J. MEYERS
CHRISTINE P. MEYERS (; TOWN OF OSOUTHOLD
CHICAGO TITLE INSURANCE COMPANY
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SUFFOLK COUNTY ANY AL7FRA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF A �_• �,
B & J REALTY SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. EXCEPT ;a.. V, . 3G�' : . ? LIC. NO. 49618
AS PER SEC77ON 7209—SUBDIWSION 2. ALL CERI7FICA77ONS HEREON AREA= 1.674 ACRES PECONIC° UR1 -YOBS, P.C.
ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP
OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE (631) 7�5--"50-20 FAX (631) 765-1797
SIGNATURE APPEARS HEREON. P.O. BOX 909
1230 TRAVELER STREET
SOUTHOLD, N.Y. 11971 20--054
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20'-0"
10'-0"
10'-0" '' .'
ACCESSORY GARAGE
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EXISTING I REVISIONS D E S C R I P T 1 0 N
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EXISTING 3.51 EXISTING 3.517
8'-4" PLATE HEIGHT ROOF SHINGLES I I ROOF SHINGLES -
i
TABLE R 301.7
CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS `
PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE
RAFTERS AND CEILING
JOISTS OR APPROVED DEFLECTION
TOP PLATESL/1
ROOF TRUSS RAFTERS W/ GREATER 80
SLOPES THAN 6 W/NO TOP PLATES
FINISHED CEILING
SECOND STORY TOP PLATE– � INTABLE 3.1 ATTACHED TO RAFTERS
TOP PLATE GYPSM BOARD INSTALC
� � cb
SEE DRILLING AND 16d NAIL AT 24" O.C. ACCORDANCE WITH STUD INTERIOR WALLS AND H/180
PERMITTED TO NOTCHING PROVISIONS PARTITIONS
JOIST IS FLOORS AND PLASTERED L/360 STUD
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 z
SEE DRILLING AND SEE DRILLING AND MEMEBERS
BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40�
WFCM SECTION 3.3.1.1.1 1 3 SPAN 1 3 SPA WFCM SECTION PROVISIONS
WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH �
/ / NSTALLED IN ACCORDANCE / STUCCO FINISHE „
d NAIL AT 6 O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240
5/8 MIN. TO EDGE
y ALL PANEL EDGES) WITH BRITTLE(b) FINISHES
T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE
FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED
BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% of STUD DEPTH
TOP PLATE —BAND JOIST 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
d NAIL AT 6 O.C. deflection limits herein.
AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT 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 CROSS SECTION OF CUT OF of the cantilever.5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND Nd MORE THAN TWO
1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED
LAP JOIST 3 IN. MIN. CUT INTO STUD – glass or sandwich panels, the total load deflection shall not AND SO BORED cn
BAND JOIST –BOTTOM PLATE FOR FIRE BLOCKING exceed add For sandwich
OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or Panels used in roofs or walls of O
patio covers, the total load deflection shall � N
16d NAIL AT 24" O.C. INSTALLED
DMI TABLE
WFCM 2015 SBC HIGH WIND EDITION not exceed L/,2D TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION w
SILL PLATE ° JOIST 4 . SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A
CRAWL SPACE 8d NAIL AT 6 O.C. ON ALL COVERING DEAD LOAD
OR BASEMENT SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS
FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS
SLAB–ON–GRADE FRAMING MEMBERS NOT AT DEAD LOAD DEAD LOAD
FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS
. EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2
FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS ^ 0
BEARING WALL NON—BEARING WALLS: R602.6 (1 ) 8c (2� ROOF PLUS ONE STORY 1.0 �.� LATERAL BRACE AT 6 O.C. N
FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2)
TYPICAL INA LL, FLOOR & ROOF FRAMING JOISTS j a. LINEAR INTERPOLATION SHALL BE PERMITTED W o
WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n Uj N
FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE
TRUSS OR CEILING JOIST vam� W
FASTENER SPACING (inches) SEE STUD TO RAFTER Z
FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A/ I c PPLEITUJ T PICAL OR STUD TO STUD DETAIL GABLE END TRUSS ? 0
< 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q 0
TYPE — < 6 FEET < 8 FEET 1/2° SPACINGfto
A A R QUIRED Of U
ALLOWS E CH SIDE 11-<
N0. 8 WOOD SCREW 16" 10" 8" HOLDDOWN NAILS
ANCHOR WITH 2" EMBEDMENT INSTALLATION HEADER STUDS ULL LENGTH O
5d COOLER NAILS AT 10 O.C.
LENGHT DOUBLE A A WA STUDS I-- Q
STUD (MIN.) NOTE: 2"x4" BLOCK NAILED TO EACH
AT HARDWARE ° CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS
CONNECTED TO BLOCKING
NO. 10 WOOD SCREW 16" 12" g" HOLDDOWN o o TRANSFER SHEAR TYPIC',L AT EACH END OF HEADER AND
ANCHOR WITH 2" EMBEDMENT (HDU) CONN[CTO S N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD z
LENGHT ° NOTE: SIMILAR REQUI ED ADDITION TO CONNECTORS AT W
0 0 ° CONNECTION AT EA H SIDE co u R R WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7 O.C. z
0 FOUNDATION.
2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP Lt1
1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL o NAILS ENDAT WALC. FLOOR BRACING A END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o (�
WE
LENGHT ITH 2" EMBEDMENT (? ENDWALL WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS QW�
I i SUBFLOOR � � \✓ LL
8d NAIL AT 4 O.C. ENDWALL STUDS
I
a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEILING BRACING GABLE ENDWALL
b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. - --
FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND 101sT w12" MAX- (WFCMM FIGURE 11 )
o
c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN (1' ; NAILS BASED ON
EMBEDMENT LENGHT OF NCT LESS THAN 2" INTO THE BUILDING FRAME. 0 11 SHEAR WALL REQUIREMENTS
FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY.
T TOP PLATE U W
d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP
VIBRATION–RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT 0 �,, CENTER 2x BLOCKING RIDGE HANGERS IF p
LESS THAN 1 500 POUNDS. o H/2 BUT NEED OT DIAPHRAGM USE 8-8d COMMON NAI S
�� j`^� H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4 o
WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) 0 0 0 EXC ED 15 FT. AX. EXCEED 40 FT. MA . 15/32 WOOD STRUCTURAL PANELS STRAPPED To TOP 20 GAUGE STRAP / N
HOLDDOWN 0 CORNER sruD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g Z
(HDU) 0 0 CONNECTED TO
ROOF RAFTER ° 0 o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS Q
° °
FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING
°
20 GA. STRAP— s�;oL(;�„N.) i PREFERRED METHOD
1 1" WIDE MIN. AT HARDWARE , ` RAFTER Q
4 HOLD DOWN 8d NAIL AT 12" O.C. ON o
WA 8) 8d NAILS ALL FRAMING MEMBERS
EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES
WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z
(FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM
161 NAIL AT � .}� M
FLOOR TO FLOOR PHD5 24„ RIDGE TENSION STRAP DETAIL
c�
CONNECTION TABLE R301 . 5 NOTEScli
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. O
AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL b.SECITRONIED80TO ATTIC SPACES
MEETING
ETI LGC HE REQUIREMENTS
AND IN T A B L E R ,301 . 5 (D --
NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE
RIDGE SIMPSON C5-20-40 INCHES MIN. 6-8d PER RAPIER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND
S I m son S t ro n Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI )p g NAILING SCHEDULE TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 y
A35— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z
FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT
CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE C LIVE LOAD
('3
ROOF RAFTER R I D G E DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. E cc
4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o
8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND C
NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 CI) Cn
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. g
CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR SAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND
I WA d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT
TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° EDGES) ANY POINT ALONG THE TOP DECKS 40 0
NAIL PENETRATION INTO FRAMING IS ACHIEVED.
e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WALLS.
WOOD STRUCTURAL GUARD IN — FILL COMPONENTS ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 L
®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L co
®I 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
m
�
NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE I (TABLE 3.1, WCFM 2015 24' O.C. LOAD REQUIREMENT. ATTICS WITH STORAGE 20
�I HIGH WIND EDITION)
g. APPLIESATTICS SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40
�I w Ck-
FOR STORAGEE PER FOOTNOTE b. SEE SECTION R802.4.22.4.2FOR
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 � CORNER 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 R FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL — DOWN STAIRWAY
• 3 SCALE: N. T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND
2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN
Simpson Strong — Tie 2:12.
HDI I h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED
U TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING
ROOMS.
I
I
(TABLE 4 WFCM 2015 HIGH WIND EDITION1 The design of this structure is based upon -
g p prescriptive approach using the
( TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC -
CON ECTIONS RESISTING UPLIFT, LATERAL & SHEAR LOAD published by The American Forest and Paper Association. Non- Structural lements G E N E R A L N 0 T E S:
are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE.
NAILING SCHEDULE MAX. ANCHOR BOLT SPACING (INCHES) P -
ANCHOR BOLT CONNECTION FOUNDATION
RESISTING SUPPORTING NOTES 1,2,3,4 1. All works shall be performed in accordance with all state,
For the Climatic and Geographical Desi n Criteria, see Table R301.2 1 on
g O municipal, local zoning and buildingcodes and ordinances
NUMBER OF NAILS NAIL SPACING having jurisdiction and best standrds of construction
JOINT DESCRIPTION 5/8" ANCHOR BOLTS 3s sheet no. 1
COMMON NAILS I - FLOOR g
All non engineered lumber to be Douglas fir#2 or betteri a
LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 Wind Limitations-Section R301.2.1 practice.
4-8d PER RAFTER ESRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. The American Institute of Architects Conditions shall apply
PP y
RAFTER TO TOP PLATE (TOE-NAILED) I, PRC
Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. w ? `�
2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Protection Fastening Schedule For Wood Structural Panels 2. The Contractor shall verify all conditions at the site. Any �� •:
CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. g )
3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, discrepancies must be brought to the attention of the Architect _--
Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be
CEILING JOIST TO PARALLEL RAFTER FACE-NAILED) 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
9-16d EACH LAP Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o
COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE 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. I-
2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a-
TRIM BOARD TO RAFTER END-NAILED 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 v
2-16d (SEE NOTE 1) PER FOOT
TOP PLATE TO TOP PLATE FACE-NAILED Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by Cn
TOP PLATE AT INTERSECTION FACE-NAILED Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w
2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o
/ 9 9 P
STUD TO STUD FACE-NAILED Smoke Alarms-Section R314 consent of the Architect.
HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Foam plastic-Section R316
insurance coverage statutory policies (Worker
Flame Spread and Smoke-Section R315 Compensation, etc. and general liability
3-16d PER 2X6 STUD Insulation-Section R316 P ) g yin an mount not z
4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o
Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be En
c• FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. >
LLJ
Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous
FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills.
Accessibilit Section R320 7. All wood in contact with concrete or masonry to be Wolmanized
JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Elevators and Platform lifts -Section R323 or pressure creosoted.
2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed
BRIDGING TO JOIST TOE-NAILED EACH END in each bedroom, on all floors and shall be all interconnected per code.
Foundation-Chapter 4
BLOCKING TO SILL OR TOP PLATE TOE-NAILED 9. All bathroom without operable windows to be mechanically ventilated 3-1 d EACH BLOCK per New York State Code.
3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel as P
LEDGER STRIP TO BEAM FACE-NAILED 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 O
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
BAND JOIST TO SILL OR TOP PLATE TOE--NAILED 3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes
5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. IBJ UJ O
" ROOF SHEATHING 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. (� ^I
c 8d 6" EDGE 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work rs conform to the rules and regulations of the New York ` V
Energy Conversation Construction Code. All glazed area to be double
STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 OC " 16"x8" poured concrete wall footings, 3000# test lazed and all exterior door to have insulated cores.
8d 6" EDGE 6„ FIELD 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds W
GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG z
4" poured concrete floor slab with 6x6x 1O mesh and vapor barrier Q
GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6 EDGE 6 FIELD Damp proofing at exterior foundation below grade-Section R406 16. These ndrawings ndaspec specification are instruments of service and -
8d 4" EDGE 4" FIELD 30"x30"x12" dee poured concrete column footings, # property of the Architect whether the project for 3 O
GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS / p p gs, 3000 test shall remain the
CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q
CEILING SHEATING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect.
" EDGE 10" FIELD 17. Architect has not been retained for site supervision, on-site r U
GYPSUM WALLBOARD 5d COOLERS 7 / Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q
WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department.
8d 6" EDGE 12" FIELD No footing shall be set higher than a 30 degree angle from any other footing
STRUCTURAL PANELS STUDS SPACED UP TO 16" OC / Pour no concrete on frozen ground or in freezing water. Q
Provide 3 1/2' steel lally columns.
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 C
braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G
Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z
Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT
GYPSUM WALLBOARD 5d COOLERS 7 EDGE / 10 FIELD Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 Q W
Fireblocking - Section R502.13. z Q
ANCHOR BOLTS IN FOUNDATION USE: W
Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie -
3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q O
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 UJ W
2-2x6 ACO sill with termite shield and sill seal LTP4 16" O.C. AT EXTERIOR PERIMETER Q N
Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" �� ry
FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END
Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE:
STRUCTURAL PANELS WFCM, Table 2 and Section 4SSP CONNECTOR AT 16" O.C. NOTE'
8d6" EDGE / 12" FIELD 1x6 fascia, wrap USE -8d NAILS AT EACH END ATTACH LEDGER TO FRAMING
1' OR LESS Overhangs as noted. (4)
tOd 6" EDGE / 6" FIELD Vinyl vented soffits. »
GREATER THAN 1° Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH Z-1/2 X 5 LAG
Tyvek housewrop. MTS 36, 16" O.C. 7
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 JUSE (4)-8d NAILS AT EACH END GWB at fire partition Simpson Strong-Tie Tle 0
1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: p g T_
At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 o
of section R310. n1
USE 8 16d NAILS AT EACH ENO
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 z
figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER �+ Q
SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 4-10d X 1 1/2 C) -�
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
shall have minimum of six 6 fasteners per shingle section R905.2.5
16 O.C. USE 4-8D ( ) P g ( ) DECK POST TO GIRDER CONNECTION USE:
NAILS AT EACH STUD underlayment application (Section R905.2.7.)nailing see table 3.8 Q w
SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST ANCHOR BOLT 14 < J
» SIMPSON H-8 USE W/ONLY j" °
MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL ( ) percent slope),)' GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie n _J
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 TOS 7" MINIMUM EMBEDMENT underlayment `,. U210 2X6
(SEEANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: .a
ATTACH T ofP.. AT EACH DECK/PORCH JOIST
PS720 (ALIGN WITH JOIST BELOW)
ON DWGS A-3.1 AND A-3.2) underloyment felt layers with and starting at the eaves , fastened sufficiently to ..�
SIMPSON4-Jhold in place. PORCH POST TO GIRDER USE: PS720
Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE:
IlkHDUU overlapping H2.5A AT EACH ROOF RAFTER
'4° ° (14) SDS Y" X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d X 1 1/2 '
°. 7" MIN EMBEDMENT �� �, For roof slopes of four (4) units vertical in (12) units. � U N
TYPICAL PORCH DECK LEDGER
(SEE FOUNDATION PLANS A-3.1 AND � Ice Protection Section R905.1.2
A-3.2 FOR LOCATION) ( ) CONNECTIONS
. n °" ' ,° (MINIMUM DOUBLE STUD) u FlashiUnderng
(Sec in High wind (Section R905.1.1) O
fool D' D SIMSON STRONG - TIE Flashing (Section R905.2.8)
•° e D' ° o n » Chimney and firespaces - Chapter 10 STU Y2 BEARING PLATE
lot
° „ 1 1/4 COIL STRAP 16 O.C. Energy Efficiency - Chapter 11, see attached report
USE 4-8D NAILS ® EACH STUD Mechanical - Chapter 12 DOUBLE 2X MIN.
•D D'° ••O• °D •'n ,c a' Lia D'• ° , General Mechanical System - Chapter 13 FOR HEADER OR
D °.° •C°• w
t e p ';^•• '' ed° n• a c.°e MTS30 Heaitng and cooling equipment
- Chapter 14
BEAM
Alt o Exhaust Sustem - Chapter 15
Duct System - Chapter 16` a 46 4$`
D DOUBLE TOP PLATE ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie
>
D ..,D DD.
° o ° e n° e•„ ° Chimneys and Vents - Chapter 18 AC4
Cn'A c '�'":• a ° e° SSP Plumbing - Part VII AT EACH POST o
D r . •
1 3/4" IMUM „° °•eQ?:; ;° SEE PLAN •: '^ on
Flood Zone - 301.2.4LU
V,
EDGE DISTANCE a•44 9' ° HEADER n+♦,
° °• ° LSTA21 Simpson Strong-Tie I °' �✓ / ,
FLOOR TO FLOOR KING STUDS CS20 1%" COILED Y2" THREADED ROD y U
CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2
SIMPSON STRONG - TIE JACK STUDS
OVERLAP AT EACH L
SIMPSON STRONG-TIE STUD o
1 1 /4" COIL STRAP -- H2A 2"MINIMUM CNW NUT COUPLER o
16" O.C. USE 4-8D slDEcovER U
AT EACH ROOF
NAILS AT EACH STUD RAFTER USE 8-16D
MIN EDGE
JACK 0 SILL
®♦ s DISTANCE*
MIN OVERLAP IS 12 NAILS AT EACH END, e ,
12" MIN OVERLAP PER RT2.5�
COMPONENT • .�~ '
Citi •'' . . O e e
SHEET
STUD TO ROOF RAFTER STHD8 A .:,s°° r° •• • ' MIN EDGE No.
.. ; : : •.Q:•.
Simpson Strong-Tie DISTANCE*
FLOOR TO FLOOR
WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FORAB *NOTE: SEE MANUFACTURERS
MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL
CONNECTIONS- AT EACH POST FOOTING INSTALLATION
ATIIONNIMUM ANCE CHART FOR
SILL PLATE TO RIM JOIST ANDCAN TI LEVER CONDITION
- D 2
RIM JOIST TO
STUD CONNECTION WALL TO FOUNDATION CONNECTION- PORCH COLUMN CONNECTIONS