HomeMy WebLinkAbout39543-Z�o�g11fFOLIr Town of Southold 6/9/2015
o -
P.O. Box 1179
co 53095 Main Rd
i�'jfj Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 37595 Date: 6/9/2015
THIS CERTIFIES that the building ACCESSORY
Location of Property: 1620 Grand Ave, Mattituck
SCTM #: 473889
Subdivision:
Sec/Block/Lot: 107.-3-9.2
Filed Map No.
conforms substantially to the Application for Building Permit heretofore
2/10/2015 pursuant to which Building Permit No.
Lot No.
filed in this office dated
39543 dated 2/18/2015
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 AS APPLIED FOR PER ZBA DECISION #6814 DATED 12-18-2014
The certificate is issued to Rohrbach, George & Rohrbach, Adriana
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
r
AuthorQff Signature"'-
�oFEo TOWN OF SOUTHOLD
moo ay 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 #: 39543 Date: 2/18/2015
Permission is hereby granted to:
Rohrbach, George & Rohrbach, Adriana
PO BOX 1155
Mattituck, NY 11952
To: construction of a 720 sq. ft. accessory garage per ZBA decision #6814 as applied for
At premises located at:
1620 Grand Ave. Mattituck
SCTM # 473889
Sec/Block/Lot # 107.-3-9.2
Pursuant to application dated
To expire on 8/19/2016.
Fees
2/10/2015
and approved by the Building Inspector.
ACCESSORY
CO - ACCESSORY BUILDING
Total:
Building Inspector
$388.00
$50.00
$438.00
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction: Old or V Pre-existing Building: (check one)
('7�Ur�v
Location of Property: ��� v2D Ay A� 17_7(0
louse No.// Street Hamlet
Owner or Owners of Property: 1 (5z ecne_ 4=&a
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. 5 3 Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: 1/
Request for: Temporary Certificate Final Certificate: (check one)
c�
Fee Submitted: $ IFI A
AVlicant Signature
OF SOUTyo�
��yUOUHIN,�
OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION..,
] FOUNDATION IST
] FOUNDATION 2ND
] FRAMING / STRAPPING
] FIREPLACE & CHIMNEY
] FIRE RESISTANT CONSTRUCTION
] ELECTRICAL (ROUGH)
] CODE VIOLATION
REMARKS:
[ ] ROUGH PLUMBING
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (FINAL)
[ ] CAULKING
DATE -INSPECTOR
11
pF SOUr�,�
��'yC0►ruty 0��
TOWN 'OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION-.
[ ]FOUNDATION IST
[] F DATION 2ND
[ FRAMING /STRAPPING
[ ]FIREPLACE &CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION
[ ]ELECTRICAL (ROUGH)
[ ]ROUGH PLUMBING
[ ] INSATION
[ INAL
[ ]
FIRE SAFETY INSPECTION
[ l
FIRE RESISTANT PENETRATION
C l ELECTRICAL (FINAL)
REMARKS:
DATE'. � D� �� INSPECTORS
rmuyv6t 4Il, E0% :--.D,&I-T
M
kVolq CIS,
VOU�DAVON (IST)
FOUND4T-1011 (2ND)
H I
IN$UL ATION
STATE ENEROY cbm
FINAL
AVA i MOIPI�SLGU-A�
71)
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
`'OWN HALL
OUTHOLD, NY 11971
TEL: (631) 765-1802
�.: (631) 765-9502
` tholdTown.NorthFork.net
Examined , 20
Approved
Disapproved a/c
x.3
expiration 1//f, 20 )C,
IL
FEB 10 2015
BUILDING PERMIT APPLICATION CHECKLIST
PERMIT NO. 3?' ,' T--'-3,
Building Inspector
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application_
Flood Permit
Single & Separate.
Storm -Water Assessment Form
Contact: ��^^
Mail to:P
Phone:��
cr-7 ? I. EEO
CATION >F OR- IIIIII,1)ING PERMIT
INSTRUCTIONS
Date o2 /! , 20
QLOG. OUT. ,
a. Thisi h`dat bnN[UST e-colnpletely 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
i��ues-a Certificate of Occupancy.
f. Every building permit shall expire if the work_ authorized has not commenced within 12 months after the date of
I,4suance:or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
p i operty have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
edition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
1" gilding Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
F',,'.6 gulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
a plicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
,$horized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if a corporation)
ro
(Mailing address of applican
date whether applicant is owner, lessee a Pmt architect engineer, general contractor, electrician, plumber or builder
pp ge b 3
'sane of.owner of premises C.� �z = �c 904 {
;i (As on the tax roll or latest deed)
fl;;Z p)licant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
B-ziilders License No.
Plumbers License No. _
Electricians License No._
tither Trade's License No.
,:.
Location of land on which
'T
House Number
1' :.;.County Tax Map No
.Street
work will be done:
1000 Section U Block
Hamlet
Lot
Subdivision
Filed Map No.
Lot
State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building.V__**'
Addition Alteration
Repair Removal Demolition Other Work
P (Description)
311
.. Estimated Cost '0&, EM (4 IAl Fee
(To be paid on filing this application)
..'.If dwelling, number of dwelling units Number of dwelling units on each floor
If, garage, number of cars
6: If business, commercial or mixed occupancy, specify nature and extent of each type of use.
Z.; Dimensions of existing structures, if any: Front Rear Depth
Height . Number of Stories
Dimensions of same structure with .alterations or additions.: Front.
Depth Height Number of Stories
8 s Dimensions of entire new cor�struction: Front r RearDepth
Height ,� Number of Stories j
Size of lot: Front ffq. Rear Depth®•
:1'A.'Date of Purchase Name of Former Owner
Rear
Zone or use district in which premises are situated
'2`.' Does proposed construction violate any zoning law' ordinance or regulation? YES 1/*"NO
t3.. Will lot be re -graded? YES iNO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises {2&f_ dress O, 2 6 &AN hone No
Name of -Architect Address Phone No
Name of Contractor 31LL..E Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
.IF`YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS: MAYBE REQUIRED.
b. Is this property within 300 feetof a tidal wetland? * YES NO
IF, YES, D.E.C. PERMITS MAY BE REQUIRED.
11, `Provide survey, to scale, with accurate foundation plan and distances to property lines.
1,7 If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
T'. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
Q'OUNTY F
being duly sworn, deposes and says that (s)he is the applicant
e of in vidual signing contract) above named,
)He is the
(Contractor, Agent, Corporate Officer, etc.)
�� said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
t;l at all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
t4' rmed in the manner set forth in the application filed therewith.
"
orn to before me this i
day of F ru,_Kf 0 CONNIE D. BUNCH
otallo, State of New York
No. 09 BUS185060
Quall(1 InSuffelkCcunty
Notary Public Commisslon Ooms Aprlt 14,221 V S gnature of Applicant
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.net PERMIT NO.
Examined
20
Approved , 20
Disapproved a/c ,
Expiration 120
BUILDING PERMIT APPLICATION CHECKLIST
0 r- E C E � V I
AUG 2 2 2014
BLDG. DEPT.
TOWN OF SOUTHOLD
Building Inspector
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
Flood Permit
Single & Separate
Storm -Water Assessment Form
Contal/3 �3
QMailto:
I �L
Phone:
APPLICATION FOR BUILDING PERMIT
Date , 20_d
INSTRUCTIONS
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 Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
ignatur of app scant or name, if a corporation)
k
(Mailing address of applicant) / %0
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises 6 99of_&E_ P—ORSAe-m
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
',, (Name and title of corporate officer)
Builders License No.
Plumbers License No. _
Electricians License No._
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number
Hamlet
-County Tax Map No. 1000 Section t 0 7 Block- Lot �l
2
Subdivision
Filed Map No.
Lot
State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy Vie. e't.4W b
3. Nature of work (check which applicable): New BuildinAddition Alteration
Repair Removal Demolition Other Work
11
5
Estimated Cost d jo/&tth Fee
(To be paid on filing this application)
If dwelling, number of dwelling unit Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
(Description)
7
Dimensions of existing structures, if any: Front
Height Number of Stories
Rear
Depth
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
® / r
8) Dimensions of e tireAnew construction: Front Rear Depth d
Height 76 Number of Stories f
9. Size of lot: Front Rear Depth
10. Date of Purchase
ame 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 X NO
13. Will lot be re -graded? YES /NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises(] � RtHkZAfff Address/4A6 _Phone No. �J— 2% 91
Name of Architect Address Phone No
Name of Contractor srX F Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO�
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
67f -o Q6e T ighe being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn t�q efore me this
' day of 20 1
Notary Public Notary
. " )/ at., L I
York
Si nature Applicant
Vol
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: September 5, 2014
TO: Gerorge Rohrbach
1620 Grand Ave.
Mattituck, NY 11952
Please take notice that your application dated August 22, 2014
For a permit for an accessory garage at
Location of property: 1620 Grand Ave., Mattituck, NY
County Tax Map No. 1000 — Section 107 Block 3 Lot 9.2
Is returned herewith and disapproved on the following grounds:
The proposed 30' X 24' accessory garage, is not permitted pursuant to Article III, 280-
15 which states:
"In the case AC District & Low Density Residential R80, ...Districts, accessory
buildings & structures or other accessory uses shall be located in the required rear yard
subject to ..."
The proposed accessory garage will be located in a side yard.
41-r'6; �ZDA'-
Authorized Signature
Y
BOARD MEMBERS
Leslie Kanes Weisman, Chairperson
Eric Dantes
Gerard P. Goehringer
George Horning
Kenneth Schneider
ZBA FILE # 6814
http://southoldtown.northfork.net
Southold Town Hall
53095 Main Road • P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex /First Floor, Capital One Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 • Fax (631) 765-9064
FINDINGS, DELIBERATIONS AND DETERMIN
MEETING OF DECEMBER 18, 2014
p E C E o W E
DEC 2 6 2014
BLDG. DEPT.
AT ON TOWN OF SOUTHOLD
NAME OF APPLICANT: George Rohrbach
PROPERTY LOCATION: 1620 Grand Avenue, Mattituck, NY S.C.T.M. # 1000-107-3-9.2
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated November 13, 2014 stating that this application is considered a matter for local determination as there
appears to be no significant county -wide or inter -community impact.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The property is a non -conforming 26,660 square foot parcel located in an
R-40 Zone. The parcel runs 169.62 feet along Grand Avenue. The parcel then runs 151.14 feet on the North Side,
184.12 feet on the East side, and 149.90 feet on the South side. Running through the South side of the property is a
"Right of Way" known as Cedar Lane. The parcel is developed with a 1 %a story frame house, an in -ground
swimming pool, and an accessory garage. The existing accessory garage is located in the property's rear yard. All
is shown on a site plan by John J. Condon P.E. dated September 26, 2014.
BASIS OF APPLICATION: Request for Variances from Art. III, Section 280-15 and the Building Inspector's
September 5, 2014 Notice of Disapproval based on an application for a building permit for an accessory garage at a
location other than the code required rear yard.
RELIEF REQUESTED: The applicant requests a variance to build an accessory garage in a side yard.
FINDINGS OF FACT/ REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on December 4, 2014 at which time written
and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property
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 variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family homes and
X
Page 2 of 2 — December 18, 2014
ZBA#6814 — Rohrbach
SCTM#1000-107-3-9.2
accessory garages are typical in this neighborhood on the side of the street where the subject property is located.
The property has one accessory garage and adding a second accessory garage will create a 10.8% lot coverage
where the code permits a maximum of 20% therefore having little to no impact on the character of the
neighborhood. The applicant plans to add landscaping to provide screening.
2. Town Law 4267-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. There is an existing septic system, and an in -ground pool
in the rear yard. Therefore, there is no room for an additional accessory garage in a code conforming location.
3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100%
relief from the code. However, the applicant is well under the allowed lot coverage and there is no code
conforming location available for a second accessory garage.
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 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a second accessory garage 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 Goehringer, and duly
carried, to
GRANT, the variance as applied for, and shown on the building plan by Shirk LLC dated January 27, 2014 and the
Survey prepared by John J. Condon, P.E. dated September 26, 2014.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit, and may require a new application and
public hearing before the Zoning Board of Appeals.
Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any current or future
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Goehringer. (Absent was Member Horning)
This Resolution was duly adopted (4-0).
Leslie Kanes Weisman, Chairperson
Approved for filing` Q3 /2014
Scott A. Russell ` `sSIJrFQ�` } � STO]EZMWA\T]EIR,
SUPERVISOR
JL
��� A\ LSA\(G�]E���]ENr]�
SOUTHOLD TOWN HALL- P. O_ Box 1179 p
53095 Main Road - SOUTHOLD, NEW YORK 11971 'i''own of 'Southold
Vol t ytiy�
CHAPTER 236 - STORMWATER 1VIANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DO THIS PROJECT Il�]v4�I.,v� OF THE
FOLLOWING.
�wI1R3�:
(CHECK ALL THAT APPLY)
A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
100 feet of horizontal distance.
t
Q Ef D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
00 E. Site preparation within the one -hundred -year f loodplain as depicted
on FIRM Map of any watercourse.
® F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in -.kind replacement, of impervious. surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
t� If you answered YES to one or more of the above, please submit Two copies of a Storm -water Management Control Plan
and a completed Check List Form to the Building Department with your 13uikling Permit Application.
APPLICANT: (Progeny Owner, Design Professional, Agent, Contractor, Other)
NAME: Y7il
❑gall P Y—a—�•"�
Contact Information:�_P'�,_,---.,_.
Property Address / Location of Construction Work=
S.C.T.N11. 1000 to is
District
t � I
Section t3lnck
Lot
L?i? 3}_?)�i:a�}�i'�}i I i?i E:iAi�l E_.I S,L �.I �'.'i..y
Dale: �l
Approved fo, proccs i ;g Boiii)ing Pei-init.
Ston 7 V t.e..€ .tii n P Pili it Ctonlrvi :Tali JNat ficg1,,,irc(L
iontroi -'inn ;a ile(iL lircd
30 f t!``aiPE?'t'r;iii 1./ep ;' t for fl['.Vtt :�?.)
Town Hall Annex
54375 Main Road
P. O. Box 1179
Southold, NY 11971-0959
WOOD Col
Date:
Owner:.
Location of Property:
BUILDING DEPARTMENT
11
Telephone (631-1802
Fax(631)734-9502
11
Please take notice that the (check applicable line):
New residential structure
Addition to existing residential structure
Rehabilitation to an existing residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
V 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)
4 ,
Roof framing (R)
Floor and roof framing (FR)
Signature: ly CA -Ulu
Name (person submitting this form):
Capacity.(check applicable line):
Owner
Owner representative
TrussResReg15.docx Effective 1/1/2015
6" DIAMETER
REFLECTIVE RED ROMAN ALPHANUMERIC
PANTONE DESIGNATION OF CONSTRUCTION
(PMS) #187 TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
1/2" STROKE �----�
-- --- - -- --- .......DESIGN-A'TtON"FOR-S'iRUCTUIZAL - .. _.......__.._........_._... -..---._...... - - -
COM,PONENTS THAT ARE OF
TRUSS CONSTRUCTION
"F" FLOOR FRAMING, INCLUDING
GIRDERS AND BEAMS
''R" ROOF FRAMING
"FR" FLOOR AND ROOF FRAMING
TRUSS IDEMIFICA110N SIGN
COIVPLIANCE VVITH 19 WCRR PART 1265�-1 ;, 4
NWTOSC^LE
cooEs olvisIorl E)CNVRLE TRUSS IDENTIFICATION SIGN DATE:08/08(2005
NEW YORK STATE DEPARTMENT OF STATE
DIVISION OF CODE ENFORCEMENT
AND ADMINISTRATION
S Alt1lL tSti)CY4T' T � CTi'"ti. _-
,'bob Jo 7 -3, -..fie
TOWN OF SOUTHOLD PROPERTY
OWNER
STREET b
VILLAGE
DISTRICT
SUB.
LOT .
as c
FORMER OWNER
N
E
ACREAGE
q'4'
ti
0 i?a Yl� �,V6, S �L;7 A' Al,,6;-)
D A R
TYPE OF BUILDING
W 4A /i�
RES .
SEAS. I
VL. I FARM
comm. I I'ND. I CB. I misc.
LAND
IMP.
TOTAL
DATE
REMARKS
4: 4617 7 &.S-
1132 000. W, DetlidH76- da -)l " AIR 3,9 a H ?6. Rvo f. V2 Y'
YU
61
33, o
a el- r -d
Y1,9
AGE
BUILDING CONDITION
3
NEW
NORMAL
BELOW.
ABOVE
Form
Acre
Value Per. Acre
Value
Tillable I
Tillable 2
Tillable 3
Woodland
1%E -1w -
Bp-�"-a 00 6 F-
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Swampland
Brushland
House Plot
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MPTP PREPARED MAY 10, 200"1
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JOB N 1"
JOB NO. 2001-0183
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MPTP PREPARED MAY 10, 200"1
: =40'
JOB N 1"
JOB NO. 2001-0183
DWG.200i_0183_bs
ESQ \JON
S
E
Lot Area -26,660 sf
Erdsting and Proposed Coverage
Main Building =1,070.5 sf
Deck Areas = 456.8 sf
Existing Garage =635.8 of
Proposed Garage = 720 sf
Total Coverage = 2,883.1 sf
96 Lot Coverage =10.8%
R•
m
Or �,c\4
n°w�Ov1d OckOwsk
,OdtOn M°r\e
300\1 9z�5� �°'
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$ 720 sf 4.5
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Surveyor:
Young MW Young
400 Ostrander Avenue
Rfvedwad New Yerk 11901
May 10, 207
SCTW 1000-107-039.2
Scale 1:.= 29.
0= MONUMENT SET
= MONUMENT FOUND A= STAKE SET
S27
p
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IC. PA710,tOA0
C = CHIMNEY RO = ROOF OVER S - STOOP CE = CELLAR ENTRANCE
TE WA11-
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D. by:
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1755 SWme Road
1620 Grand Avenue
.E
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Me itudc. Now York 11852
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Date:9-26-2014
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$ 720 sf 4.5
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W . HA7-
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Surveyor:
Young MW Young
400 Ostrander Avenue
Rfvedwad New Yerk 11901
May 10, 207
SCTW 1000-107-039.2
Scale 1:.= 29.
0= MONUMENT SET
= MONUMENT FOUND A= STAKE SET
A- STAKE
s
C = CHIMNEY RO = ROOF OVER S - STOOP CE = CELLAR ENTRANCE
SSIOh6'
stele: w,-=1
Condon Engineering, P.C.
Rohrbach Property
wb.- .o.. .eyo,m,ePr.
'I
uus,sumom,.
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D. by:
y
1755 SWme Road
1620 Grand Avenue
1
Rolcsm+ey,s wmraa�as...pcb.m..oe.+e.v�r.e�+.°cw
Me itudc. Now York 11852
Matfituck,Maw York
armaua��reau�esa.,o..rdas.rvaae. %7=
tea'.,vmra.bbr.me®r�ev.,d+s.'.rvWmrn,rone
Date:9-26-2014
(631)298.1986
agemsaeemmonrar®..me �a.arlmaa�.
3 O IUUILULK
Jp
6'
p �
N
\Y M2-2X10 #1 SYP a
a
TRUSS CARRIERSn
NEW BUILDING SPECIFICATIONS
APPROVED
NOT ED 24' X 30' X 10'4" POST & FRAME GARAGE
2 DESIGN
00 POSTS ATTACHED TO CONCRETE FOUNDATION W�gE B.P. # ✓ w
0
6" ABOVE FINISHED FLOOR W/ STURDI WALL' CL:-
SW-63 BRACKETTS, CORNER & DOOR POSII•SEE: B I
ALL GABLE POSTSW/SW-60 BRACKETTS (FOUNDATION WALLS IgOTIF UILDING DEPART' F T CT 00
EXTEND TO TOP CONCRETE FLOOR BY OTHERS)
OF ROOF TRUSS 765-18 2 8 AM TO 4 PM FOR T E Q
1 1-3'0" X 6'8" 6-PANEL FIBERGLASS ENTRY D&aLL WING INSPECTIONS: o o
1. FO NDATION - TWO REQUIRED J E
2 2-8' X 8' STEEL INSULATED OVERHEAD DOORS FOR POURED CONCRETE d o .�
® -3 PLY 2X6 GLU-LAM POSTS 8' OC (TYP) 2. RO GH FRAMING, PLUMBING, ( o
ST APPING, ELECTRICAL & CAULKI o �
2X6 TREATED GROUND CONTACT SKIRT BOARD 3. INSIJLATION A
OWNER 4. FINAL - CONSTRUCTION EL TR L
- 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC MU,17 BE COMPLETE FOR C.b d _ w)
N ALL CONSTRUCTION SHALL M E d- N V w CD
2-2X10 #1 SYP TRUSS CARRIERS ®8' SPANS REQUI EMENTS OF THE CODE F NEW m r
(517 PLF CAP; 515 PLF ROOF LOAD) YYORRKK TATE. NOT RESPONSIBLE FOR p: Q >_
TRUSS CARRIER T ( PERST= PLIC MINGRK STRUCTURAL SC rc- OR CONSTRUCTION ERRORS. 20 Z Z
7 ®EA.POST 2 PER SPLICE MIN.) 2331 SHEAR G'
PRE-ENGINEERED ROOF TRUSSES- 0 � Y
00
6/12 PITCH, 48" OC, 30-5-5 LOADING ,NOT PROCEED WITH"'J
2 ROWS 2X4 BOTTOM CHORD LATERAL BRACING RAA�INC',Zi�TIL.su .
663 LB UPLIFT; H-10A HURRICANE CLIPS=1340 LB ® �Q,ui�IDiaTIO�a LdCA IQN ~
T1-11 YELLOW PINE SIDING o d 0
HAS , P�� D,:
29 GA G-100 PAINTED STEEL ROOFING ,O tD H
3-3'X10' POLYCARBONATE SKYLITES _N.. 00 LV r' Q
J" FOIL FACED INSULATION IN ROOF 0
12" EAVE & GABLE OVERHANG WITH VENTED SOFFIT F ETAIN STORM WATER RUN F
& PAINTED STEEL FASCIAO `nls DRAWN IS THE
12" PAINTED STEEL VENTED RIDGECAP URSUANT TO CHAPTER 23
11 3't?-
POLE ROPEB BURTYILDINGS-LLC.
LOF ILRC.
F THE TOWN CODE.. THIS DRAWING MAY NOT
e BE REPRODUCED WITHOUT
ed � 9 d N PERMISSION. BUILDER AND
2-2X10 #1 SYP k _ � » i ' } V L_ i'�11�5 PLAC O �IFY �Eo EN9ONs
TRUSS CARRIERS - • w •DING REQUIRED BEFORE CONSTRUCTION
fll
t 6 I r _ k E_ ``O�.l•�O/%�/ //'- DRAKN B
Y:
ALSil
Jd Ili/REVEW:
Ell CE`TIF-CqION O.......... REVSIONS:
_ * z DATE: 1/27/14
RE:�JI��
301 -r ' rn; � ` SITE: ROHRBACH
F L 0 OR PLAN "s u, FLOOR PLAN
SCALE: 1/4" - 1'0" 'v.OA
yg
•.'o '•.`'`�```�
��L_ 9dc _ ...w\0.. _•���
BUILDER
a
C
U uN
�
12 m r
61
35C
�a
d
1 1X4 PINE DESIGN
CORNER TRIM w
� o
a�
j > aT
0
c <
Qoa_
Q 0
J
BACK SIDEWALL LEFT ENDWALL I- (n
lo,SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" E
o �
OWNER
= N
29 GA. PAINTED STEEL to
11� RIDGECAP(VENTED) uj
29 GA 6" PAINTED Q
STEEL RAKE TRIM m Q
T �j
IN 61 ® Z
Z
Y
WEU
29 GA. PAINTED ' ^
r r
3'0"x 6'8" STEEL 8" OVERHEAD 0 v
'11 I I 1 fiEN RYL DOOR TRIM N
DOOR • LL
8'0" X 8'0" 8'0" X 8'0" NE W
TIE 110 DI NG I
0
OVERHEAD DOOR OVERHEAD DOOR ALL INFORMATION SHolSM
ON THIS DRAWNG IS THE
PROPERTY OF SHIRK
POLE BUILDINGS LLC.
THIS DRAWNG MAY NOT
BE REPRCDUCED WTHOUT
PERMISSION. BUILDER AND
OMER ARE RESPCNSBLE
FRONT SIDEWALL RIGHT ENDWALL TO VMFY ALL DIMENSIONS
������/ BEFORE CONSTRUCTION
SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" DRAKNBY: ALS
�\\ A, . Opp ti Jo �I REVIEW.
REVISIONS:
_`*• � yam: *P
m �� tr Z DATE: 1/27/14
(V�= SITE: ROHRBACH
�O';o 0 • • ` ' ELEVATIONS
'�•, .oR • , 142 •.• '�� \\\.\ /�A�\
�I
29 GA.
PAINTED
STEEL
I
��
SCREWDOWN
ROOF
I
PANELS
in
29 GA PAINTED
STEEL 1}"X6"
HEMMED FASCIA
1
I
0
PAINTED RIDGECAP
VENTED OR P NTE E CR
SEALTTTE PAINTED SCREWS
CLOSURE
S1PoP5
2X4 ROOOOF'
PER TRUSSES
RUSSES
12' RIDGE CAP
DETAIL
SCALE: 1/2' = 1'0"
L�L
2X4 BOTTOM CHORD
PERMANENT LATERAL
BRACING (SEE TRUSS
WG FOR SPACING)
2%4 F
URLINS 24'
29 GA STRUCTURAL
2PAINTED STEEL
X4 GIRT OR PERLIN
/ 24" ON CENTER
PAINTED SCREWS
9' ON CENTER
M E7AL SIDING k
ROOFING FASTENERS
SCALE: 1/2' - 1'O'
29 GA. PAINTED STEEL
ROOFING INSTALLED W/
SCREWS & WASHERS
2X6 SPF
FACE BOARD
PAINTED
PRE-ENGINEERED ROOF
TRUSSES 48" OC.
2-2X10 #1 SYP TRUSS
8" X 32" POURED
CONCRETE WALL
TYPICAL FRAME 2500 PSI. 24"
SECTION X 6" CONCRETE
(ENDWALL VIEW) SPREAD FOOTING
SCALE: 1/4" = 1'0"
ROOF TRUSS
2-31'X.120 2X4 ROOF
GALV. NAILS PURLIN
4-3;'X.120 PUCE
GALV. NAILS
ROOF PURLIN
FASTENING DETAIL
SCALE: 1/2' - 1'0"
WALL POST
3-34" 2X4 WALL
GALV. NAILS GIRT
6-31" PUCE
GALV. NAILS
SIDEWALL GIRT
FASTENING DETAIL
SCALE: 1/2' - 1'0'
` \ VENTED
\\ OFFR
PANELS
PAI STEEL
FF&J TRIM
WRALL BRACING
REGUIREMENTS:
TI -11 Y.P.
SIDING
PANELS INSTALILE
WITH NAILS
GRADE
M
l
#1 SYP TRUSS
6 NAILS 2X4 ROOF
PER TRUSS ROOF
T.-I
RUSS\
" GRK -
TCTURAL
OT HE7DEWS
TUCTURAL
POST
#1 SYP CRKSTRUCTURAL
TRUSS SCREW TO POST
CARRIER FASTENER DETAIL
SCALE: 1/2' = 1'0"
6 NAILS 2X4 ROOF PERLIN
PER TRUSS ROOF
TTIE
USS\
LS PER
EAC,
RRIER
2
BLOCK TRUSS TO TIE BLOCK
FASTENER DETAIL
SCALE: 1/2' = 1'0•
WALL POST
2X6 HEADE
3 PLY 2X6 GLU-LAM
PAINTED STEEL
OOFING
POSTS 8' OC. TYP.
2X4 SPF WALL GIRTS 24" OC..
Q7 OT
2X6 PRESSURE TREATED
OVERHEAD
SYP SKIRT BOARD'
GRADE (BOTTOM 4"-4000 PSI
CONCRETE FLOOR
2-5/8"
OF SKI OARD) (OPTIONAL)
THROUGHBOL
3/4" STONEBAS
STURDI-WALL SWI
(OPTIONAL
BRACKETT
8" X 32" POURED
CONCRETE WALL
TYPICAL FRAME 2500 PSI. 24"
SECTION X 6" CONCRETE
(ENDWALL VIEW) SPREAD FOOTING
SCALE: 1/4" = 1'0"
ROOF TRUSS
2-31'X.120 2X4 ROOF
GALV. NAILS PURLIN
4-3;'X.120 PUCE
GALV. NAILS
ROOF PURLIN
FASTENING DETAIL
SCALE: 1/2' - 1'0"
WALL POST
3-34" 2X4 WALL
GALV. NAILS GIRT
6-31" PUCE
GALV. NAILS
SIDEWALL GIRT
FASTENING DETAIL
SCALE: 1/2' - 1'0'
` \ VENTED
\\ OFFR
PANELS
PAI STEEL
FF&J TRIM
WRALL BRACING
REGUIREMENTS:
TI -11 Y.P.
SIDING
PANELS INSTALILE
WITH NAILS
GRADE
M
l
#1 SYP TRUSS
6 NAILS 2X4 ROOF
PER TRUSS ROOF
T.-I
RUSS\
" GRK -
TCTURAL
OT HE7DEWS
TUCTURAL
POST
#1 SYP CRKSTRUCTURAL
TRUSS SCREW TO POST
CARRIER FASTENER DETAIL
SCALE: 1/2' = 1'0"
6 NAILS 2X4 ROOF PERLIN
PER TRUSS ROOF
TTIE
USS\
LS PER
EAC,
RRIER
2
BLOCK TRUSS TO TIE BLOCK
FASTENER DETAIL
SCALE: 1/2' = 1'0•
WALL POST
2X6 HEADE
2X4 SPF DIAGONAL BRACE
FROM RIDCEUNE TO BOTH EWES
TRUSS NOTCHED
INTO POST
2X4 SPF SIDEWALL GIRTS 24
T1-11 YELLOWPINE SIDING
INSTALLED TO EXTERIOR OF
AWPA U7 TREATED POSTS 8' OC.
PRESSURE 2XGROUND 8 SKIRTTREATED BNTARD POSTS ATTACHED TO WALL W/
W/ 2-1/2 K5' WEDGE ANCHORS14
•:. • A' •• . •: ..
B" 3000 PSI 'A %•
. '• •. .••�' .•'.a .'.; POURED CONCRETE
.2.%•` ' '''•' FOUNDATION _WALL '.
2500 PSI. 24" X 6" a
CONCRETE SPREAD FOOTING . • 4'.
..
TYPICAL FRAME
SECTION
(SIDEWALL VIEW)
SCALE: 1/4" = 1'0"
gC)
LZU7�•'
'e_ O
29 GA PAINTED
STEEL ROOFING
RAKE TRIM
2X6 FA E PAINTED
BOARD F CIA
VENTED
GABLE TR SS
SOFFIT
F&J TRIM
T1-11
GABLE OVERHANG
DETAIL
SCALE: 1/2' 1'0"
W Q
PAINTED STEEL
OOFING
T7-11 SIDING
2%6 FACE BOARD
Q7 OT
OVERHEAD
PAINTED
FASCIA
c
C T= Q
DOOR TRIM
OVERHEAD
OVERHEAD DOOR
DOOR
J
EA HERSTRIP
OVERHEAD DOOR
POST
HEADER DETAIL
F&J TRIM
•O
SCALE: 1/2" - 1'0'
WALL POST
X\\\2j'GALVANlAZED
DOOR JAMB
T7-11 SIDING
CKSCRWSCK SCRWS
N O
T1-11 SIDING
DETAIL
CHANNEL
E T
ENTRY DOOR
JAMB DETAIL
SCALE: 1/2" = 1'0"
2X4 SPF DIAGONAL BRACE
FROM RIDCEUNE TO BOTH EWES
TRUSS NOTCHED
INTO POST
2X4 SPF SIDEWALL GIRTS 24
T1-11 YELLOWPINE SIDING
INSTALLED TO EXTERIOR OF
AWPA U7 TREATED POSTS 8' OC.
PRESSURE 2XGROUND 8 SKIRTTREATED BNTARD POSTS ATTACHED TO WALL W/
W/ 2-1/2 K5' WEDGE ANCHORS14
•:. • A' •• . •: ..
B" 3000 PSI 'A %•
. '• •. .••�' .•'.a .'.; POURED CONCRETE
.2.%•` ' '''•' FOUNDATION _WALL '.
2500 PSI. 24" X 6" a
CONCRETE SPREAD FOOTING . • 4'.
..
TYPICAL FRAME
SECTION
(SIDEWALL VIEW)
SCALE: 1/4" = 1'0"
gC)
LZU7�•'
'e_ O
29 GA PAINTED
STEEL ROOFING
RAKE TRIM
2X6 FA E PAINTED
BOARD F CIA
VENTED
GABLE TR SS
SOFFIT
F&J TRIM
T1-11
GABLE OVERHANG
DETAIL
SCALE: 1/2' 1'0"
= N
Ln
W\
W /
Q
=OZ
Z Y
Li. CD'
cm
,LLT
V
ALL INFORMATION SHOW"
ON THIS DRAWNG IS THE
PROPERTY OF SHIRK
POLE BUILDINGS LLC.
THIS DRAWNG MAY NOT
BE REPRODUCED WTHOUT
PERMISSION. BUILDER AND
OPMER ARE RESPONSIBLE
TO VERIFY ALL DIMENSIONS
BEFORE CONSTRUCTION
S:
NTE: 1 27/14
TE: ROHRBACH
A. 3
W Q
PAINTED STEEL
OOFING
TD
2%6 FACE BOARD
Q7 OT
Q
PAINTED
FASCIA
c
C T= Q
Q 0 d
ROOF TRUS
J
��
POST
F&J TRIM
•O
Q
T7-11 SIDING
12'EAVE OVERHANG
N O
DETAIL
E T
= N
Ln
W\
W /
Q
=OZ
Z Y
Li. CD'
cm
,LLT
V
ALL INFORMATION SHOW"
ON THIS DRAWNG IS THE
PROPERTY OF SHIRK
POLE BUILDINGS LLC.
THIS DRAWNG MAY NOT
BE REPRODUCED WTHOUT
PERMISSION. BUILDER AND
OPMER ARE RESPONSIBLE
TO VERIFY ALL DIMENSIONS
BEFORE CONSTRUCTION
S:
NTE: 1 27/14
TE: ROHRBACH
A. 3
A4.1
A4.2
A4.3
A4.4
A4.5
A4.6
A4.7
A4.8
BUILDING DESIGN NOTES AND DETAILS
EXCAVATION
STANDARD DEPTH FOR TRENCH FOOTING EXCAVATION IS 32" BELOW GRADE, ALL
LOOSE FILL IS TO BE REMOVED BEFORE CONCRETE FOOTING IS POURED.
FOOTINGS AND WALL
FOOTINGS SHALL BE A CONTINUOUS TRENCH FOOTING; 24" WIDE X 8" THICK
CONCRETE. FOOTING SHALL BE A MINIMUM OF 32" DEPTH FOR FROST PROTECTION
OR; LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE
FOLLOWED.
READYMIX CONCRETE WILL BE USED UNLESS OTHERWISE SPECIFIED.
FOUNDATION WALL IS 10" THICK POURED CONCRETE WALL 24" HIGH.
FRAMING
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR
COMPARABLE.
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN
YELLOW PINE.
TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050
LUMBER FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE.
ALL GROUND CONTACT LUMBER SHALL BE TREATED TO AWPA U1 (COMMODITY
SPECIFICATION A, USE CATEGORY 4B AND SECTION 5.2) .60 ACQ OR CCA MINIMUM AND
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SOUTHERN YELLOW PINE.
ROOF TRUSSES
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD,'
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH LOCAL BUILDING
CODE REQUIREMENTS. TRUSS ERECTION AND BRACING SHALL BE DONE ACCORDING TO
MANUFACTURERS SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT
LATERAL BRACING AT MAXIMUM SPACING OF 120" OC. OR AS REQUIRED PER TRUSS
DESIGN. THE DESIGN PROFESSIONAL OF RECORD HAS REVIEWED THE PRE-ENGINEERED
TRUSS DRAWINGS AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS.
ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6
FASTENERS AND FRAMING CONNECTIONS
ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN
LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D
HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A 65 CLASS
G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS
2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM #
OF 12D NAILS IN 1 �" STRUCTURAL TIMBER IS 1 PER I" BOARD WIDTH. TRUSS
CARRIER CONNECTION TO POST: J"x4" GRK RSS STRUCTURAL SCREWS. SCREW
VALUES; SHEAR STRENGTH=1328 LB, TENSILE STRENGTH= 139,000 PSI,
PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35'
METAL SIDING AND ROOFING
METAL SIDING AND ROOFING SHALL BE INSTALLED WITH #9 WOODGRIP, 4" HEX
HEAD, METAL AND RUBBER WASHERED GALVANIZED COLOR MATCHING SCREWS OF
SUFFICIENT LENGTH TO PENETRATE THE WOOD TO A DEPTH OF 1".
METAL SIDING AND ROOFING SHALL BE WARRANTED #1 GRADE COORUGATED 29
GAUGE PAINTED STEEL PANELS GALVANIZED TO A MINIMUM OF G-100.
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT;
BOTTOM EDGE OF STANDARD ROOFING MATERIALS.
OPTIONAL CONCRETE FLOOR
FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE.
SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN.
A4.9 STRUCTURAL DESIGN PARAMETERS
BUILDING USE= STORAGE
USE GROUP=U
EXPOSURE CATEGORY= C
HEIGHT & AREA LIMITATIONS=SB UNPROTECTED
OCCUPANCY LOAD=AS PER DESIGN
TOTAL NUMBER OF FLOORS= 1
TOTAL FLOOR AREA (SQ FT)=720
BUILDING VOLUME (CU FT)=9600
STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND
GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE.
SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF
@48" BELOW GRADE UNLESS NOTED OTHERWISE.
30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS.
A4.1D APPLICABLE BUILDING CODES
THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES:
2010 RESIDENTIAL CODE OF NEW YORK STATE
DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005
AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION)
SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS)
THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM)
SOUTHERN BUILDING CODE CONGRESS (SSTD10)
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7)
GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII)
A4.12 WARRANTY NOTES
ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR
AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN
WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND
ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC.
SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE:
DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY
STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES,
PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS.
SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE:
ADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC
STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS.
SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING
FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS
NOT APPROVED BY A CERTIFIED ENGINEER.
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ALL INFORMATION SHOWN
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POLE BUILDINGS LLC.
THIS DRAWING MAY NOT
BE REPRODUCED WITHOUT
PERMISSION. BUILDER PND
OMER ARE RESPONSBLE
TO VERIFY ALL DIMENSIONS
BEFORE CONSTRUCTION
DATE: 1/27/14
SITE: ROHRBACH
DETAILS
A�4
(4445 --Shirk Pole/George Rohrbac -- Mattituck, NY - 3OA/Common/2461
Top chord 2x4 SPF 2100f -1.8E
Bat chord 2x4 SPF 2100f -1.8E
Webs 2x4 SPF Stud
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 24 -0.88 24.88
BC 95 0.15 23.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Deflection meets L/240 live and L/180 total load. Creep increase factor
for dead load is 1.50.
6X6=
THIS DING PREPARED�FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located
anywhere in roof, CAT I, EXP C, wind TC DL=3.0 psf, wind BC DL=3.0
psf.
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent bottom chord live
load applied per IBC -09 section 1607.
Trusses to be spaced at 48.0" OC maximum.
Truss designed for unbalanced snow load, based on Pf=Pg=30.00 psf.
4X8(B3) = 4X8(B3) _
IJj
12-0-0
24-0-0 Over 2 Supports
R=2081 U=663 W=8" (2.642" min.)
RL=382/-382
12-0-0
aJ _
6- -3
R=2081 U=663 W=8" (2.642" min.)
Design Crit: IBC2009/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/2(2) 13.02 W J� :10 NY/ -/1/-/-/-/F Scale =.3125"/Ft.
••WARNING!" READ AND FOLLON ALL NOON THIS DRAWINOI
••INpIHRANT••
Milli sx THIS MAIL TES NG TO ALL CONIRACIDRS INCWDINO TIRE INSrAl1ERS. TC LL 30.0 PSF REF R6697— 84755
Tresses eq I,, —crone re in fabricating. handl Ing, shipping. Installing and braoing. Refer toed fallow
the lete.t edition. of SCSI (111i [ding component Safety Info,metlen, by TPI end IRfcA) for safety practices prlb 9i� TC DL 5.0 PSF DATE 01/26/15
Zper£trmi,g these functions. Installers .heli provide temporary bracing par BCSI. Nnless noted ethereise, � • �,/
mp elm rd shall have properly atteched structural .hc,t I g aed bona• chord shall have a properly att —
1 regia oening. Iaiauees sham, for permanent Iatt,al resireIec oT webs Shen he— breeleg In IIed per BC51 �• Z LIJ BC DL 5..0 PSF DRW MOUSR6697 15026011
Q �^ sections B3. B] or ..I as applicable. Apply plaits to eaeh taco of tors ed posiilce as ehonn� above aM o
IIILI�1 Illll��r� Lha J. let Ddill
illls, rofI 'tied otharoisa. Refer it drawing. iBnot , r .panders plata .y soba.. BC LL 0.0 PSF MO—ENG CAT/SLS
Alpine. a division of Ib, Building =Pononis Group Inc. shall not ba rosponsiI-e for any deviation Pram the �'
tlrewing. any failure to build the truss in conformance with AN51/TPI 1. or for ha,dling, shipping,
AN ITW COMPANY Intal Iatio. d bracing of tr...... /IT TOT. LD. 40...0 PSF SEQN- 423606
A wpl do aultw
NI• dring or twywr p%p hating Ni•ow
ding, Ildlcwtww iccept�ncw of profwwllw
wlol wlpinwwrl,g 0• p1 f t,�
fwspo.mll, llty eowwlwiy for the design shown. The blllty .,W u.e of thi. drwl,g for way stn, — IS the n 616
V
13389 Lakefront Dr rsptnalbinty of the B„nding Dwlglmr pr ANSI/TPI T See.z. '7 (� P�► DUR. FAC. 1.15
Earth City, MO 63045 For more Information sea this Job's gena rel notes page end these web sites: S10�
ALPINE: ww.alpiwitw.mm: TPI: waw.epinst.org: WTCA: www.sbcindusiry.com: ICC: wwn.iecsafe.org SPAC I NG 48.0" J REF- 1 VD 1 6697ZO3
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Lot Area =26,660 sf
Existing and Proposed Coverage
Main Building = 1,070.5 sf
Deck Areas = 456.8 sf
Existing Garage = 635.8 sf
Proposed Garage = 720 sf
Total Coverage = 2,883.1 sf
% Lot Coverage = 10.8%
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400 Ostrander Avenue
Riverhead New York 11901
May 10, 2007
SCTM# 1000-107-03-9.2
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ZBA F' 1
Date:'P
E]= MONUMENT SET = MONUMENT FOUND A. = STAKE SET . = STAKE
Plans are prepared by Condon Engineering, P.C. It is a violation d fM New Yak Stall Educabon
Law, Article 145, Section 7209, for any person unless acting under the direction of a licensed
Professional Engineer, Architect, or Land Surveyor, Warm any item in any way. If an item bearing
the seal d an Engineer, Amhihct, or Land Surveyor is allMed, the aNerirrg Engkw, Arc gee or
Land Surveyor shall affix b the item hMw sed and the nalaW 'Altered by UmvW by hMw
sgnatune and the dale d such alterations, and a specific desaiption d the alNration.
C = CHIMNEY RO = ROOF OVER S = STOOP CE = CELLAR ENTRANCE
Scale: 1/4"= 1'-0' Condon Engineering, P.C.
Drawn by: JJC 1755 Sigsbee Road
Mattituck, New York 11952
Date :9-26-2014 (631) 298-1986
7n14
BOARD OF APPEAL",
Rohrbach Property
1620 Grand Avenue
Mattituck, New York
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400 Ostrander Avenue
Riverhead New York 11901
May 10, 2007
SCTM# 1000-107-03-9.2
Scale 1" = 20'
O
Cha Thele Za�es O°r�n
M�
$la
Bldg Dept copy from ZBA
Final reviewed documents
ZBA F' 1
Date:'P
E]= MONUMENT SET = MONUMENT FOUND A. = STAKE SET . = STAKE
Plans are prepared by Condon Engineering, P.C. It is a violation d fM New Yak Stall Educabon
Law, Article 145, Section 7209, for any person unless acting under the direction of a licensed
Professional Engineer, Architect, or Land Surveyor, Warm any item in any way. If an item bearing
the seal d an Engineer, Amhihct, or Land Surveyor is allMed, the aNerirrg Engkw, Arc gee or
Land Surveyor shall affix b the item hMw sed and the nalaW 'Altered by UmvW by hMw
sgnatune and the dale d such alterations, and a specific desaiption d the alNration.
C = CHIMNEY RO = ROOF OVER S = STOOP CE = CELLAR ENTRANCE
Scale: 1/4"= 1'-0' Condon Engineering, P.C.
Drawn by: JJC 1755 Sigsbee Road
Mattituck, New York 11952
Date :9-26-2014 (631) 298-1986
7n14
BOARD OF APPEAL",
Rohrbach Property
1620 Grand Avenue
Mattituck, New York