HomeMy WebLinkAbout43215-Z ��Q�g�FfOt,�coG� Town of Southold 11/22/2019
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P.O.Box 1179
V' 53095 Main Rd
®,yfj®�► ��p� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40885 Date: 11/22/2019
r
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 1250 Shipyard Ln., East Marion
SCTM#: 473889 Sec/Block/Lot: 38.-7-10.12
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/5/2018 pursuant to which Building Permit No. 43215 dated 11/13/2018
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ACCESSORY GARAGE PER ZBA DECISION#7199, DATED 10-18-2018, AS APPLIED FOR
The certificate is issued to Agosta, Salvatore&or
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43215 02-27-2019
PLUMBERS CERTIFICATION DATED
th d ignature
��suFFot,r�o TOWN OF SOUTHOLD
�� <r BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o. • SOUTHOLD NY
+ BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43215 Date: 11/13/2018
Permission is hereby granted to:
Agosta, Salvatore
PO BOX 747
East Marion, NY 11939
To: construct accessory garage as applied for per ZBA approval.
At premises located at:
1250 Shipyard Ln., East Marion
SCTM #473889
Sec/Block/Lot# 38.-7-10.12
Pursuant to application dated 11/5/2018 and approved by the-Building Inspector.
To expire on 5/14/2020.
Fees:
ACCESSORY $368.80
CO -ACCESSORY BUILDING $50.00
Total: $418.80
Idin pector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use: -
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. N N[t'M bej('- 41 2-61
New Construction: Old or Pre-existing Building: (check one)
Location ofPropert6 Y I [Ae. MAlitm
House No. , I/ Street 1/1 C Hamlet
Owner or Owners of Propci,� 15(4.1 � a+o v'� ,Y c DcJ+�-
Suffolk County Tax Map No 1000, Section 39— Block 7 Lot 1 0•
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
pF SOUTy®l®
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 �en� t'►9�p � �o roger.richert(aD-town.southold.ny.us
OWN
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Salvatore Agosta
Address: 1250 Shipyard Ln City: East Marion St: New York Zip: 11939
Building Permit* 43215 Section. 3$ Block: 7 Lot. 1012
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor. HOMEOWNER DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1 st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 11 Ceding Fixtures 6 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 Twist Lock F1 Exit Fixtures 11 TVSS
Other Equipment, "ACCESSORY GARAGE"
Notes,
Inspector Signature: Date: February 27 2019
81-Cert Electrical Compliance Form.xls
v OF SOUIyo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: A
L
DATE 447M INSPECTOR
SOUlyolo
TOWN OF SOUTHOLD BUILDING DEPT.
`ycou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. 6177,
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) js;] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE 1-7 INSPECTOR < �
l
��Of 50Ulyo
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECT-ION '
[ ] FOUNDATION 1ST [ ] ROUGH PLEG.
[ ] FOUNDATION 2ND [ ] SOLATION
[ ] FRAMING /STRAPPING [VI INAL Act, Key
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
n • � vl
DATE INSPECTOR INSPECTOR
TOWN OF SOUTHOLD BUILDING' DEPT.
765-11802
INSPECTION;-
FOUNDATION 1ST ROUGH PLBG.
FOUNDATION 2ND ]ASULATIOWCAULKING
FRAMING/STRAPPING FINAL k-
j ] -FIRE SAFETY INSPECTION
FIREPLACE & CHIMNEY
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ,
CODE VIOLATION PRE C/O
REMARKS:
01 Aer
DATE INSPECTOR %,
FIELD INSPECTION REPORT DATE COMMENTS
la ® rav
03
FOUNDATION (1ST) y
'FOUNDATION (2ND)
ROUGH FRAMING& r n y
PLUMBING 03
INSULATION PER N.Y-. y
STATE ENERGY CODE
ly eko", Nq
fAI Avt-� 3 f 6s,
LI
I aGLl
FINAL UCIO.
ADDITIONAL COMMENTS
- - 19 — la5 YAC '
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TOWNbI- F SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILD&G DEPARTMENT Do you have or need the following,before applying?
TOWN ]HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO. 4,S Check
Septic Form
N.Y.S.D.E.C.-
Trustees .
3 ® �( M C.O.Application
o V Flood Permit
Examined ,20 � D Single&Separate
N Q _ 5 2018 Truss Identification Form
q� gay gyg Storm-Water Assessment Form
� p
�UBd.�J�l®�s� '+B d°e C tact:
4pproved LI `� ,20 TOWN®I+SOUTHOLD �G� - flail to:' �'�L as
Disapproved a/c
Phone: G ti?Z (a X 0 6
Expiration _,20 ALJ
Bu nspector
APPLICATION FOR BUILDING PERMIT
,
INSTRUCTIONS Date 20
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance,of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
Shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy,
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no'zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new,permit shall be required.
APPLICATION IS HEREBY MADE to the,Buii*dinZ,,Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing•code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises 6�
(As on'the tax ioll.or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work 11- -' 'one:''{
150 ha
House Number Street ` Hamlet
County Tax Map No. 1000 Section Block Lot ��• /.-
`If
I 1
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 51 n(A� c� n} ) CA t k} l
b. Intended use and occupancy 5(,,(_
3. Nature of work (check which applicable):New Building q Alteration
Repair Removal Demolition Ot er Wor -
(Des ption)
4. Estimated Cost Fee`:/;i
°'" `(To be paid on filing this application)
a
5. If dwelling, number of dwelling units .k Number of dwelling units poeach floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature,and,extentt-oPeach type of use.
V ;
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height . Number of Sfories'-
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES A NO
13. Will lot be re-graded? YES NOA�Will excess fill be.removed from premises? YES N0_)L
14. Names of Owner of premises Address Phone No.
Name of Architect Address' _ Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater-wetland? *YES NO _
* IFYES, SOUTHOLD TOWN TRUSTEES'& D.E.C:'PERMITS MAY BE REQUIRED.
b.-Is this property within 300 feet of a'tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide to o raphical data on survey.
18. Are there any covenants and restrictions with respect to this property? YES X NO�
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OFSIAM'�
o being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the C)1
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
TRACEY LS_r.D�(ER YORK
Sworn to ybefore me this f 21 NOTARY P NO oit)W 9 OF Ew
_day of 20° QUALIFIED IN FOLK COUNT`t
COMMISSION FXPI JUNE 30 20
Notary Public Signature of Applicant
4
Southold Town Hall
BOARD MEMBERS $U(/Ty 53095 Main Road •P.O.Box 1179
Leslie Kanes Weisman,Chairperson � 0!� Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes Town Annex/First Floor,
G O 54375 Main Road(at Youngs Avenue)
Robert Lehnert,Jr. '� ,` Southold,NY 11971
Nicholas Planamento Ol'�COU �
RECEIVED
.. Q� http://southoldtownny.gov q:15(
ONING BOARD OF APPEALS p�j 2 5 201
f2 A
TOWN OF SOUTHOLD n
NOS, 3 2418 Tel.(631)765-1809•Fax(631)765-9064
Sou hold Town Clerk
' '� DELIBERATIONS AND DETERMINATION
-1 ONO O� MEETING OF OCTOBER 18,2018
ZBA FILE :#7199
NAME OF APPLICANT: Salvatore & Cynthia Agosta SCCTM No. 1000-38-7-10.12
PROPERTY LOCATION: 1250 Shipyard Lane,East Marion,NY
SE QRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideratiori 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 COTJNTY ADM STRATIVE CODE: This application was referred as required under the Suffolk
1"4-14 to 23, and the Suffolk County Department of Planning issued its
County Administrative Code Sections A
reply dated June 18, 2018 stating that this application is considered a matter fo'r local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: The relief, permit,eview interpretation
nder re ue ted in this application is listed under the
Minor Actions exempt list and is not subject
PROPERTY FACTS/DESCRIPTION: The subject property is an nonconforming 30,157 sq. ft. parcel located on
the northwest corner of Shipyard Lane and Gus Drive, in East Marion. The rope has a frontage of
approximately 152.50 feet on Shipyard Lane, turning 200.00 feet onto Gus drive, then turning north 152.50 feet
along the rear yard, then finally returning 200.00 feet back to Shipyard Lane. There is an existing two story
residence on the site, with a rear deck. There is also� in-ground
�Drive, all shown oming n a survey prepared by John C.
in the rear yard and a six foot
fence around the entire rear yard, and front yard facing
Ehlers,L.S., dated May 15, 2018.
BASIS OF APPLICATION: Request for Variance(s) from Sections 280-15; Article XXII, Section 280-105 (A)
and the Building Inspector's May 7, 2018, Amended May 21, 2018 Notice of Disapproval based on an application
for a building permit to legalize "as built" six (6) feet high fence in the front yard of a single family dwelling, and
to demolish an "as built" accessory garage, and to construct a new accessory garage; at 1) proposed garage is
located in other than the code required rear yard; 2) "as built" fence more than the code required maximum four
(4) feet in height when located in the front yard, at: 1250 Shipyard Lane, East Marion, NY. SCTM#1000-38-7-
10.12.
RELIEF REQUESTED: The applicant requests variances to legalize an existing "as-built'
ca -bu lt' i -f of the side yard,
the front yard,where only 4 feet high is allowed. In addition, a proposed accessory garage i
where only the rear yard is allowed.
i
Page 2,October 18,2018
#7195,Agosta
SCTM No. 1000-38-7-10.12
ADDITIONAL INFORMATION: At the hearing, the applicant testified that the six-foot-high fence in the front
yard along Gus Drive has been there for approximately 10 years without any complaints from neighbors. No one
spoke in favor or opposition to the application; the Board received a letter of support from a neighbor. The fence
does not block the sightlines from either Shipyard Lane, or Gus drive while driving. There is an existing shed on
the site which will be removed from the property in order to locate a proposed detached garage in the same place.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on October 4,2018 at which time written
and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property
and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
1. Town Law $267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The as built fence does not block any sightlines from the
corner of Shipyard Lane, or Gus Drive while driving a car. There are no neighbors to the south of the property
where the fence is located. The existing 6 foot high white vinyl fence encloses the entire large rear and side yards
of the property and an existing in ground swimming pool and large accessory shed.There are many two car garages
in the neighborhood, and the proposed accessory garage would not be out of character. As the house is on a corner
lot, the garage would be most practically located by the existing driveway off of Shipyard Lane, in the proposed
side yard location where it will replace an existing large shed that is to be removed from the property.
2. Town Law.$267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The property is on a corner,which creates two front yards.
If the proposed garage were to be located in the required rear yard, it would be in the same approximate location as
the existing pool. As for the as built six foot high section of fencing along Gus Drive that is non-conforming in
height,there are no neighbors to the south, and the fence does not block the sightlines to the road at the comer.
3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100%
relief from the code for the proposed garage in the side yard, and 33% relief for the 6 foot high fence in the front
yard along Gus Drive where the code permits a maximum of 4 feet. However, the proposed location of the garage
is the logical place on the property in relation to the existing driveway and is proposed to be only 14.4 feet high.
The applicant must have perimeter fencing on the property per code because of the existing swimming pool in the
rear yard, and has agreed to screen the non-conforming section of the as built fencing with evergreens.The existing
structures plus the proposed garage would only constitute 17 % of the allowable lot coverage.
4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. Fences
are typical around pools, and the condition imposed herein for the installation of evergreen screening along Gus
Drive will mitigate the visual impact of the non-conforming fence height. The applicant must comply with Chapter
236 of the Town's Storm Water Management Code and the conditions of the board spelled out below.
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 a two car accessory garage, and a fenced in yard while preserving and protecting
the character of the neighborhood and the health, safety and welfare of the community.
d
Page 3,October 18,2018
#7199;Agosta
SCTM No. 1000-38-7-10.12
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Lehnert , seconded by Member Acampora, and duly
carried,to
GRANT the variances as applied for; and shown on the survey prepared by John C. Ehlers, L.S., dated May
15, 2018, and building floor plans and elevations, Pages A.1 to A.4, prepared by James A. Koppenhaver, P.E., , ,
dated May 24,2018. -
SUBJECT TO THE FOLLOWING CONDITIONS:
1. The applicant must plant and continuously maintain deer-resistant evergreen trees (green giant arborvitae
or equivalent) of a minimum height of five (5) feet and no less than three (3)feet apart on center, adjacent
to and running the full length of the fencing along the Gus Drive side of the property to screen,the fencing
along the street.
2. There shall be no habitable space in the accessory garage
3. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
4. 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 obtain a building permit in the time allotted.
5. 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 2 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.
6. 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.
Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit and may require a new application and
public hearing before the Zoning Board of Appeals.
Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions,
r This action does not autho>°ze or condoneolitions, are not authrized under his any application
or future
involving nonconformities under the zoning codea
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
r '
Page 4,October 18,2018
#7199,Agosta
SCTM No. 1000-38-7-10.12
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may,upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one
(1)year terms.
Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes,Acampora,Planamento and Lehnert. This
Resolution was duly adopted (5-0).
Leslie Kanes eisman
Chairperson f
Approved for filing/ ®/ /2018
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r Scott A. Russell °s� � S)TO]KAWWA\T]E R,
SUPERVISOR z IWANA(G]ENHEN T
SOUTHOLD TOWN HALL-P.O.Box 1179 b
53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE )FOLLOWING:
(CHECK ALL THAT APPLY) '
Yes No '
E] A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ Excavation or filling involving more than 200-cubic yards of material
f within any parcel or any contiguous area.
❑0, C. Site preparation on slopes which exceed 10 feet vertical rise to ;
i
100 feet of horizontal distance.
4 ❑0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
E erosion hazard area.
F ❑CE. Site preparation within the one-hundred year floodplain as depicted
on FIRM Map of any watercourse.
❑ F: Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. : 1000 Date
District
NAME: '1 � C
o v� � OJ
Section BIock
/A l FOR BUILDING DE•PARTIVIENT USE ONL
l
Contact Informatiort ,3 l — 477; CrVOCC�
15 Reviewed By: I wm
1 (�
Date:
Property Address/ Location of Construction Work: — — — — — — — — — — — — — —
Approved for processing Building Permit.
9V. 5 H1�uaYGl Jry)Q) Stormwater Management Control Plan Not Required.
ts+ ari m �1�1• 1 l 3 ❑ Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
ILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
2 6 V01 Town Hall Annex - 54375 Mai
adBox 1179
�y • - �E6 Southold, e 11971-0959
dol + �,;:-,,. ,elephone (631) 765-1802 - FAX (631) 765-9502
,Dix roger.richertfttown.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: �,rn.0 owner Date: Z 26 /q
Company Name:
Name:
License No.: email:
Address:
Phone No.:
JOB SITE INFORMATION: (All information Required)
Nam e:
Address: LISW Sti► t_ (L' 1/
Cross Street:, V
Phone No.: &31 q� V �Z6°� •
Bldg.Permit#: Ll321' email: '& tLr-er4,&n Z
Tax Map District: 1000 Section: 3 Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly) ys s`e- t CLCce-ss oL-
Circle All That Apply:
Is job ready for inspection?: r NO Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
, 1
Additional Information:
PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form As I+
' o�SsFFO(,��oG
Town Hall Annex �� y Telephone(631)765-1802
54375 Main Road o Fax(631)765-9502
P.O. Box 1179 y
Southold, NY 11971-0959
•
ti o�
13UJMDa-NG DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED_
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: I 4 l
Owner: yO1.�01r'e- cl o5 &
Location of Property. `�--rJ s�I �Q'r� L_o_lqe �,c5`t
Please t ke notice that the{check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to•an existing commercial or residential,structure
to be constructed or performed at the subject property reference above will.utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC) ,
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
C�
Name (person submitting this form):
Capacity(check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
6" DIAMETER
REFLECTIVE RED REFLECTIVE WHITE
PANTONE #187
i
r,
The construction type STRODE
designation shall be
44piI iill97' 66111"3 qV"or iiV„
to indicate the construction
classification of the
structure under DESIGNATION FOR STRUCTURAL
section 602 of the BCNYS COMPONENTS THAT ARE OF
TRUSS_ TYPE CONSTRUCTION
■ "F„ FLOOR FRAMING, INCLUDING
■ ■ GIRDERS AND BEAMS
f
ccR'a ROOF FRAMING
x
"FR" FLOOR AND ROOF FRAMING
STANDARDS AND CODES
1
i
5UR\/EY OF LOT 24
MAP OF 5UMM I T E5TATE5, 5ECT I ON 5 N
1
FILED MAY 21, 2002, FILE No. 10761
51TUATE: EA5T MARION
TOWN: 5OUTHOLD
5UFFOLK COUNTY, NY
SURVEYED 12-21-2004 00,��0�
FOUNDATION LOCATION 06-01-2005 c�
0-7-24-2006
UPDATEFINAL SURVEY 6 PROP. GARAGE 05-15-2018 Q'c0�t�
SUFFOLK COUNTY TAX #
1000 - 38 - -1 - 10.12 � \\\ j 9e
SUFFOLK COUNTY DEPT. OF HEALTH �J \
d-
SERVICES REF. # RIO - OS - 0025 01 v �\°
Cerdfied to:
o
Cynthia Goldsmith-Agosta
>\
.
9
VIA
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NOTES: �, bloto '111—
Bcllan ]'k tYta�veion 2 oft'
° 0� Q�} /o; Q New York State Educotkm Law'
/ � �� �±111 �S' ;O,V, 'Qlt ca teb frm Uw OfI iMl of
� I (�'•��� �l�.. seq�`{;5�f`_,t_.�•,(_ti,r t F,IT. 1 ,O'4 6 ° en wikth oheorrredoan icetone�t
° t°patt med o Fy�tatro.pt tIete
MONUMENT FOUND hkatetl
°
- STAKE FOUND "gawdpwaS7idbh,b
•
Lona�,r.,ey�b sora certiFicoltore stmt ria any
I �U 1 -� �4i 3•� ono on t.s behotf to the Ntte company,�°emmen-
E y to ted tiyI
—o—o—o—o- VINYL FENCE d rseht ron NItbotteba hereeronb,e
�sE-treferateo ane
oadntonot trette,ttoro
AREA = 30,157 SF OR 0.61 ACRES JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S.LIC.NO.50202
GRAPHIC SCALE I"= 30' ; RIVERHEAD,N.Y. 11901
369-8288 Fax 369-8287 REF.—C:\UsersVohn\Dropbox\04\04\04-349.pro
A
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AP ROVED AS NOTED
DATE: B.P.#
FEEZ e BY:
NOTIFY BUILDING DEPARTMENT AT RETAIN STORM WATER RUNOFF
765-1802 8 AM TO 4 PM FOR THE PURSUANT TO CHAPTER 236
FOLLOWING INSPECTIONS: OF THE TOWN CODE.
1. FOUNDATION - TWO REQUIRED �, y
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
-4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW 'TRUSS PLACARDING REQUIRED
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF ELECTRICAL
NEW YOR STATE & TOWN CODES INSPECTION REQUIRED
AS REQ ED AND CONDITIONS OF
SOUTHOLD TOWN ZBA
S HOLD TOWN PLANNING
S01 ffHnl n MX Tai SEES
OCCUPANCY OR
USE IS UNLAWFUL.
WITHOUT CE TIF'lCA-rl [-
OF OCCUPANCY
BUILDER
28
' ) bH
4
�r
i �Q
2-2X10 MSR SYP a96
=Sa
/ zv
TRUSS CARRIERS
Qo
NEW BUILDING SPECIFICATIONS .y6� I DESIGN
00 Li CD E
24' X 2$' X 14'4" POST & FRAME BUILDING /
= 0rn �
ALL GABLE POSTS O_18" X 8" CONCRETE FOOTINGS (TYP) _ o <
EXTEND TO TOP (5301 LB CAP; 4120 LB COLUMN WT) N O c
OF ROOF TRUSSa� a-
01
101-3 0" X 6'8" 9-LITE FIBERGLASS ENTRY DOOR 0
ab
0 �t
cn
02-10' X 10' INSULATED STEEL OVERHEAD DOORS Y
d � na
O
1-36" X 44" THERMALPANE SINGLE HUNG WINDOWS "� o s
o
® —3—PLY 2X6 GLU LAM POSTS 8' OC (TYP) OWNER `"
O
2X6 TREATED GROUND CONTACT SKIRT BOARD - QW m
N 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC N Z r
2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS O
(991 PLF CAP; 520 PLF ROOF LOAD
0::c 0cc Z
TRUSS CARRIER TO POST= A-W GRK STRUCTURAL SCREWS
7 ®EAPOST (2 PER SPLICE MIN) 2331 SHEAR RATING LV Q Z
PRE—ENGINEERED ROOF TRUSSES— a: > O
4/12 PTfCH, 48" OC, 30-5-5 LOADING O a Fr
3 ROWS 2X4 BOTTOM CHORD LATERAL BRACING (76" OC) 2 Q
H-10A HURRICANE CUPS Q co) g
/28 GA G-100 PAINTED STEEL ROOFING & SIDING N O J O
12" EAVE & GABLE OVERHANG WITH VENTED SOFFIT — Q N N
& PAINTED STEEL FASCIA (n r Q
12" PAINTED STEEL VENTED RIDGECAP LV
y / ON INS F*ADRATIOIMII IS TIE
W �
ON 7H15 DRAWNG IS THE
Qo PROPERTY OF SHIRK
POLE BUILDINGS LLC
(D/
THIS ORAWNG MAY NOT
BE RISSION UI WR OUT
ANDPERM1590N BUIU7ER AND2-2X10 MSR SYPuK o�A,�aS
SIONS
TRUSS CARRIERS 1t N BEFORE CONSTRUCTION
•� r y� DRANN BY. ALS
�? P�'P• P �y~,,,C�S7Z REVIEW
REVISIONS
4' 8' 8' _ L
DATSITEEAGO.SA 18
I LUUN PLAIN 28 ®_ 0 a� ,�1� FLOOR PLAN
PLAN
SCALE: 1/4" = 1'0" �e+nu�n
ti
BUILDER J
12 r
28 GA. PAINTED 4(—
STEEL 3"X3" HIE d"
HEMMED L TRIM
36
THERMAL PANE r
IN 28 28 GA. PAINTED STEEL
WALL PANELS °Ew"
ATTACHED W/ SCREWS ° Li
> Q o,
BASE c: Q
ANGLE ° >
0
o o c
C
Q
o 'E
BACK SIDEWALL LEFT ENDWALL 0
0 3 E
SCALE: 5/32" = 1'0" SCALE: 5/32" = 1'0" OWNER 0)
28 GA. PAINTED STEEL a W rn
12" RIDGECAP(VENTED) cc Z ''
28 GA. o
PAINTED STEEL 0 p Z
28 GA. PAINTED STEEL T 412
m
6" RAKE TRIM a cr
SCREWDOWN ROOF Lu
1I1
I11
I1
PANELS 28 GA PAINTED
STEEL DOUBLE
ANGLE Z TRIM O �'
= a
ca
J � f-
co v a
28 GA. 6" 100 x 10'0" 10'0 x 100
' " "
3'O"x 8.8" ALL INFORMATON SHOM
PAINTED STEEL 8 LITE ON THIS
I ENTRY I OVERHEAD DOOR OVERHEAD DOOR PROPERTY OF SHIRK
POLE BUILDINGS LLC
CORNER TRIM °°°R THIS DRAYANC MAY NOT
BE RD'RCOUCED WTHDUT
A PERMISSION BUILDER AND
OYNER ARE RESPONSIBLE
(� TO VERFY ALL DIMENST
BEFORE CONSTRUCTION
DRAW)BY ALS
^ �, v�fig REVIEW
REVISIONSLLiL-u-LLlLJl-LLjl 11 11 if '
TI t
vgm� DATE 5/24/18
FRONT SIDEWALL RIGHT ENDWALL i , j=�� SITEAGOSTA
ELEVATIONS
SCALE: 5/32" = 1'0" SCALE: 5/32" = 1'0" bkSsloN�' V
A.� 2
PAINTED RIDGIECAP a NABBUILDERS 2X4 ROOF PERLIN a
2G GA. PAINTED
VENTED OR 2'11MI RNTE 2D 011 STRUCRIRAL ROM TRUSS PER RO
OF STEEL ROOFING A H
SEA= L
HINTEDSTEEL 2X720 2X4 ROOF \ RA10= =�� 2X4 CNF OR PtTO1N GAL. NNISPURLIN WALL 24'ON CENTER 'GIDL2X0 F PAMmJTRUSS 2X0 'n���� EWS 7
�11YEATERRIE G"•xRlIO NEDIL SIDING2X4 FAINTEDON SCREWS OVERHEAD GABLE O a
PEl'31j1S 0'ON CENTER UCNRIIL OVFAD DOOR TPoM Fml TRIY V c
DOOR ERSPOST RIP 51OING
12' RIDGE CAP YETAL SIDING i ROOF PURUN ORK STRUCTURAL OVERHEAD DOOR n
DETAIL ROOFDIO FASTENER! FASTENING DETAIL BCREY TO POST CABLE OYERNANO x
CARRIER FASTENER DETAIL HEADER DETAIL DETAIL
SONE: 77/32•- 1'O• SCALE. 11/32'- IV SCALE 11/32'- 1'o• SCALE 11/32•- 1'0' SCALE 11/32'- i'O• SCALE- 77/32•
DESIGN
LJ O u
WALL POST PAINTED STEEL LO -
WALL POST 0 � 2X4 ROOF PERLIN DOOR JAMB 2X0 FACE BOARD ROOFING j E
GALA.
2X4 WALL
PER R 0 a O
ALVSIC IFASCIA cL
ROOF VENTED O o CP
CALV. 4 NAILS PER GTL PAINTED SIFFL CHANNIEL. SOFFIT
EACH SIDEJ Fel FBM Y Jami
• \7RU53 FYI d o ui o
20 CA PAINTED STEEL 2X0 Gf� METAL SUNG cn O � s
ROOFING INSTALLED W FASTENING ETAIL BLOCK �FSASTEIIER DETA�ILCK �� Y DETAIL O'•o
I 12'EAVE OVERHANG
2X4 BOTTOM CHORD SCREWS R WASHERS DETAIL E
SCALE: 11/32'- 1'0' SCALE 11 0 � E
PERMANENT /32'- 1'O' SOA :11/32'- 1'0' SCALE 11/32•- I U,
RUSS
WG FOR SPACING) A
I OWNER
2X 4.or. N Z
D If o
PRETRUSSES 4rCO. 2X4 DIAGONAL BRACE C5 Q Z
H-10A HURRIGNE 10BOIf
PRE-ENGIN2-2XIO MSR SYP TRUSS ROOF TRUSSES M
adgf-- If r
III ril 111 O ^
3 PLY 2X 11 /1 SYP TRUSS CARRIERS INTO POST
TRUSS NOTCHED- 2X5 WPM UMff MEDOWN Mnm,---
POSTS 8', OC0.Ty EYP. J
Lo
2X4 SPF SIDERAL GIRTS 24'pl;. = a N co
cnr
WALL BRACING REGUIREM L W
2X4 SPF WALL GIRTS 24' 28 GAL STRUCTURAL sTm
ALL INFORMATION EHOVM
WALL BRACING PANELS MSTN1m TID SCRE'IYS AWPA U1 TREATm POSTS 0'OC.TYP. \; ON THS DRAWN S THE
REQUIREMENTS
2DrJ1 STRUCTURAL. PROPERTY OF SMIRK
STEEL SIDINGPOLE BUILDINGS LLC
PANELS NSaljm THIS DRAINING MAY NOT
WITH SCREWS BE REPRODUCED VATHOUT
PR ARE BUILDER AND
GRADE GRADE � WUfyf� OWNER ARE RESPONSIBLE
4'-4000 PSI 2X0 PIS TREATED PRESSURE TREATED G 444, TO VEY ALL�+ENSONS
GRADE(BOTTOM „„Q, SYP SKIRT BOARD STP GROUND lilt/y BEFORE CONSTRUCTION
OF Sig �� �"�'�� 2XB SKIRT BOARD �'•. � jj, DRAYN BY. ALS
/
a�4 ( • �j/\ /\\//%\\\/j/\\\j/\//%\1/i\\\/j\\/j\\\%/\\/j \/\��/\��\j/\�%\�\%/\\�%/\\\jj\\y/\\\j \\\%j\ > a• y7G���*` REVIS ONS� SOBACKFILL.
00
'gym Pst.CDNI7ZElE,/\/\ \/ mz
/\// // v\/ FOOTING(SEE S�/i\\/iij/i C �_ =
3000 PSI.CONCRETE FDOTINO / /\/ /\�\/\,� \
(SEE SIZE ON FLOOR PLANM \/\\ \\/\\/3000 PSF SOIL/\ \/ \ ON nJDOR PLAN)`
\// /\/ / /�\ \ \i\� \//\ // • GATE 5/24/18
TYPICAL FRAME \\\/i'...\/ \\\//\�/\\\/\.F' .•, \.//�j/\\//\\/�\�/\\\//\\�\\\// ;, O 1 A,L U�. SITE AGOSTA
�/ ����///�\-\/`/\ / �\ SECTIONS
SECTION �/\��\\/ / / / /�\\ TYPICAL / /% SS10Np `
(ENDWALL VIEW) . ./tel SECTION
SCALE. 3/16" IE 1.0" (SIDEWALL VIEW) hfNteR�n���� A . 3
SCALE: 3/16' = 1'0" ��:,r;
BUILDER
BUILDING DESIGN NOTES AND DETAILS
A41 GRADING & EXCAVATION A4.8 CONCRETE FLOOR(OPTIONAL)
ry c
® „
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE _
SURFACE WATER AWAY FROM BUILDING FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN.
NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED.
A4 2 FOOTINGS BUILDING USE= STORAGE a
�a
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUP=U duv
EXPOSURE CATEGORY= C
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR;
HEIGHT & AREA LIMITATIONS=5B UNPROTECTED
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN
FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1
OTHERWISE SPECIFIED
A4 3 FRAMING TOTAL FLOOR AREA (SQ FT)=672 DESIGN
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE BUILDING VOLUME (CU FT)=10,976 Li ooy
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 130 MPH (3 SECOND cD
YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM .FB=2150, FC=2650 LUMBER GUST), AND 103 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE L > E
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF a Q p
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A. @48" BELOW GRADE UNLESS NOTED OTHERWISE. � � aQ
USE CATEGORY 4B AND SECTION 5 2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW, 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. 0- p> >
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP o O 'm 0
A44 ROOF TRUSSES A410 APPLICABLE BUILDING CODES Y J .� Q)
� a
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES. Q -(n o
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE 2015 IBC/2017 NY SUPPLEMENT CODES rn I� E s
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS A4.11 DESIGN CRITERIA: o > w
5
SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 200
OF 120" OC OR AS REQUIRED PER ROOF TRUSS DESIGN THE DESIGN PROFESSIONAL OF
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502 11 1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) OWNER C)
& IBC 1D7.3 4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) Q W cv)
A4 5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) Z
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) O r
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10) >'
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) 0 Z
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN WARRANTY NOTES W ,Q Z
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.101, AND 2308106 A412
A4 6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR a: } O
EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN O a
REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND ~ = Q
FOOTING CONNECTION ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC Q N
TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN 60 ACQ/CCA TREATED WOOD SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE J0
SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, ANDA DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY Lf)
(n
65 CLASS G 185 HARDWARE THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, (� r Q
PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3 THE PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. W
MINIMUM # OF 12D NAILS IN 14" STRUCTURAL TIMBER IS 1 PER 4" BOARD WIDTH. SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE. ALL NFORMATION S7
TRUSS CARRIER CONNECTION TO POST. A"x4" GRK RSS STRUCTURAL SCREWS SCREW ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ON TMS DRANWG IS THE
PROPERTY OF SHIRK
VALUES; SHEAR STRENGTH=1328 LB, TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS POLE BUILDINGS LLC
DRAWING SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING THIS DMAY NOT
LBS, HEAD PULL THROUGH=825 LBS, MIN BENDING ANGLE=35' BE RAWIING AHOUT
FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS PEMSSR DN SULDAND
A4 7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED NOT APPROVED BY A CERTIFIED ENGINEER OMER ARE RESPCNSBIE
WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED TO 4IIdFY ALL OMFNSONS
� _�� _�p/a_ BEFORE CONSTRUCTION
COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING Y_ IVSf�� i4 ��7e_ p2qM BY aEs
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED `ye,tQ� ••'`� �j REVIEW
#1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED �/►. Q` ,� REVISIONS
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100 r =
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT * � ��
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, C� m �j� DATE 5/24/18
BOTTOM EDGE OF STANDARD ROOFING MATERIALS
y 1 SITE:AGOSTA
® 4 DETAILS
v JA . 4
Job Truss Truss Type Qty Ply24'stock 130mph
128912943
8702012 T24 FINK 1 1
Job Reference floral
Superior Trusses, Ephrata,PA 17522 7.640 s Sep 29 2015 Mi rek Industries,Inc. Wed Feb 01 13 53 012017 Page 1
ID
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17-5-13 xal 0.e
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55 5-5-13 ax10-8
Scale=142 3
4x6 =
4.00 12
2x4\\ 2x4
6
°?1rn
7 47
10 9 8
3x10 = 3x6= 46 = 3x6= 3x10 =
8-34 15-8-12 I 24.0-0
8-3� 7-5-8 8.3d
Plate Offsets(X.Y)— 12 0-5-2.0-1-81.f6 0-5-2.0-1-81
LOADING(psf) SPACING- 4-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.32 B-10 >888 240 MT20 197/144
(Roof Snow=30.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.46 6-8 >613 180
BCDL 5.0 Rep Stress Incr NO WB 0.33 Horz(CT) 0.15 6 n/a n/a
BCDL 0.0
BCDL 5.0 Code IBC2015/TPI2014 (Matrix) Wind(LL) 0.18 B-10 >999 360 Weight 77 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SPF 2100F 1 8E TOP CHORD 2-0-0 oc purlins(2-3-2 max.)
BOT CHORD 2x4 SPF 165OF 1.3E (Switched from sheeted,Spacing>2-8-0).
WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing
REACTIONS. (Ib/size) 2=2038/0-6-0,6=2038/0-6-0
Max Horz2=134(LC 9)
Max Uplift2=-658(LC 10),6=658(LC 10)
FORCES. (lb)-Max.Comp/Max Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4464/1306,3-4=3855/1172,4-5=3855/1172,5-6=-4464/1306
BOT CHORD 2-10=1119/4093,9-10=640/2753,B-9=640/2753,6-8=-1119/4093
WEBS 3-10=-1062/418,4-10=305/1330,4-8=-305/1330,5-8=-1062/418
NOTES-
1)Wind ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph,TCDL=3.Opsf,BCDL=3.Opsf;h=15ft;B=45ft,L=24ft;eave=4ft;Cat.II;
Exp C;enclosed;MWFRS(directional),cantilever left and right exposed,end vertical left and right exposed,Lumber DOL=1.60 plate
gnp DOL=1.60
2)TCLL•ASCE 7-10,Pf=30.0 psf(flat roof snow),Category II,Exp C,Fully Exp.,Ct=1.2
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20 0 psf or 1.00 times flat roof load of 30.0 psf on overhangs
non-concurrent with other live loads.
5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify
adequacy of top chord dead load.
6)Plates checked for a plus or minus 2 degree rotation about its center
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
8)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 100 Ib uplift at joint(s)except Ot=lb)2=658,
6=658.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used In the analysis and design of this truss.
10)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. ® NE
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February 1,2017
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITFX REFERENCEPAGE M114473 rev.10/072015 BEFORE USE.
Design valid for use only with MTekO connectors This design is based only upon parameters shown,and is for an individual building component,not
a
truss system.Before use,the bolding desgnermust verify the applicability of design parameters and properly incorporate this design into the overall
IM
budding design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing Mewis allays required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI1`IP11 Quality Criteria,DSB-89 and BCSI Budding Component 16023 Smngley Ridge Rd
Safety Information available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandra,VA 22314 Chesterfield,MO 63017