HomeMy WebLinkAbout50939-Z 11:.�fFN
TOWN OF SOUTHOLD
� BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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#: 50939 Date: 7/12/2024
Permission is hereby granted to:
Farino. Anthony
18 Ron Ct
Commack, NY 11725
To:. legalize "as built" accessory pavilion/gazebo as applied for. Additional certification
may be required.
At premises located at:
515 Gin Ln, Southold
SCTM #473889
Sec/Block/Lot# 88.-4-5
Pursuant to application dated 6/5/2024 and approved by the Building Inspector.
To expire on 1/11/2026.
Fees:
AS BUILT-ACCESSORY $382.40
CO-ACCESSORY BUILDING $100.00
Total: $482.40
Building Inspector
�A
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 litt ://"www.,;c�tit�li�oldt wwt-n x v
Date Received
APPLICATION FOR BUILDING PERMIT ' '
/ CI
For For Office Use Only
PERMIT N0. � Building Inspector;.
U
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed. ��
Date:6/1/24
OWNER(S)OF PROPERTY:
Name:Anthony Farino SCTM #1000-88-4-5
Project Address:515 Gin Lane Southold, NY 11971
Phone#:516-805-8092 Email:anthonyjohn.farino@gmail.com
Mailing Address:515 Gin Lane Sothold, NY 11971
CONTACT PERSON:
Name:Anthony Farino
Mailing Address:515 Gin Lane Southold, NY 11971
Phone#:516-805-8092 Email:anthonyjohn.farino@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:Louis J. Santora, R.A.
Mailing Address:204 5th Street St. James, NY 11780
Phone#:631-338-7200 Email:Isantora422@gmail.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
E10ther maintain accessory structure-gazebo/open sided cabana $
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes *No
1
PROPERTY INFORMATION
Existing use of property:Single family dwelling Intended use of property:singe family dwelling
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes ONo IF YES, PROVIDE A COPY.
8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Laws Ordinances or Regulations,for the construction of buildings,
Ik County,New York and other applicable g ,
own of Southold Suffo Co ,
Ordinance of the T tY,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By (pri t ame): /��Q ❑Authorized Agent Owner
/ Fr
Signature of Applicant: Date: —3 20
STATE OF NEW YORK
SS:
COUNTYOF
II being duly sworn, deposes and says that(s)he is the applicant
(Name of individua 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/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this i
3 day of Ck(�� , 20� ^
o ary Public
NAFIAR�hbAFPI
NOTARY PU
BLIC TArE OF NE � R
PROPERTYFi, IIfon Ivan��NAli
�1ifN Ift B�rlulCo
It
(Where the applicant is not the owner) xlx -
), residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
6 31' 54' 10" W 125.0' o
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ALL NEW FOOTINGS AND PIERS TO BE o����RED sgti'y
ON VIRGIN UNDISTURBED SOIL 3000 LB 4, J 5 �o 0
PER SQ. FT. BEARING CAPACITY MINIMUM
cq
e BOTTOM OF NEW FOOTINGS/PIERS SHALL
BE A MINIMUM OF 36" BELOW FINISHED ���02 4 60
EXTERIOR GRADE OF N
SEE CABANA MANUFACTURER SHOP SEA!_
DRAWINGS FOR CABANA INFORMATION PER MANUFACTURER TESTING CABANA
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IT IS A VIOLATION OF NYS LAW FOR ANYONE
EXCEPT THE LICENSED ARCHITECT TO A� 2 I
ALTER THESE PLANS IN ANYWAY
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1.AN1.AN work and thase plans andl amply with the following. �"'� H l Cn�
a.These general notes unless otherwise noted an plans spedflcatlons
b.The 2020 RESMTIAL CODE OF NEW YOW STATE x W m
TABLE R301.2(1) C.NI applicable local and state codes,ordinances and regulations r l Z I
d.In areas where the drawings do not odch methodically,the the contractor shall be bound to perform strict compliance with manuf
acturer's factures epe ons and
/or reeammmdatbns
2 On-wile �.J
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Fw-R r H
verification of all dimensions and conditions shall be the reepana>blky of the general contractor and his subcontractors
GROUND WIND SEISMIC SUBJECTTO DAMAGE FROM WINTER ICESHIELD AIR MEAN &Noted dkmanda ver ro take precedence over scale. Now scale&wily from drawings Contractor should consult Architect In ease of question. v J � cn yr
SNOW TOPOGRAPHIC SPECK WIND WIND BORNE DESIGN FROST LIN DESIGN UNDERLAY-MENr ��D FREEZING ANNUAL 4.The gmad notes and typical details apply throughout the Job unless otherwise noted or drown. W
LOAD SPEmINPH) EFFECTS REGION DEBRISZONE CATEGORY WEATHERING TERMITE TEMP REQUIRED HAZARDS INDEX TEMP 5.Discrepancies: The contractor andl compare and coordinate all drawings; when In the opinion of the contractor,a discrepancy clots he shall promptly notify the Architect,In writing,
20 psf DePOBmRE D No YES EVHRE 3 peT 15J R'uG1AR97 NO 5qq 51•F 6 Omissions: Arehkeelurd drawings with the work or hmd shall
�meble for the emhe and my indirect results of his action.
H N
before pioceacli
Blown on the Archi currant national,and st
ate andlocal all be considered
ordinances,s part of regulations a conditions for the work In the event that certain features of the cm*uct;m are not My
TABLE R402.2 shall be of the sane detracts m for armor andkbna that are shown or noted. a¢°arnmts m wall as arrest acceptable bolding practices shall grouses,and that oanatrudim
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 7.The Architect will not be respmeble for and will not have control over construction moms,methods, techniques,sequances or procedures,or for safety prom Lions and programs In O
connection with the work,and will not be reepaneble for the failure of the Client or his contractors,mbcantraetae,or anyone psfarming any of the work,to carry out the work In
MINM M SPECIFlTD compRESSNE STRENGTH (Fcf accordalce with the approved contract documents. C/)
TYPE OR LOCA71ONS OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL ° &Any and all&us*go and specifications for dtework pkumbing supply or waste,electrical circuitry,and heating,ventilating,fdxkated trusses,and air condltlaning systems are not a pat
of the professional services provided to the Client by the Arehkect edam Included under their agreement Any discrepancies with these documents by any of the above Ibted sev4ces as
NEGLIGIBLE MODERATE SEVERE shown in documents prepared by others should be Indicated h writing to the Architect kmmadlatelya
BA5B431T WALLS,FWHbAT1oFL5 AID anHz CONCRETE Nor L 9.k pat of service,prior to application for building perm ft the Contractor will furnish the Architect with two sets of sop drawl ga of all prefabricated cmq mante,one set to be retained Q
2500 2500 2500 by Architect,the other act to be returned to contractor after review. items requiring shop drawings include but ore not linked to roof tramm,floor trusses,stake,cabinets,vmltkM eta. FIRED ARCy
EXPOSEIP To THE HEATHER Should the design or configurations of my prefabricated component be modified during construction from previously approved shop drowhgo,the Architect shall be fumialmA prior to �Cl-
IsJ S /
L fabrication,with revised shop drawings Incorporating the revision. If the Architect not provided with the drove Info seal defend,n.the client defend,Indemnify,and had harmless the
BA5Bt31T SLAW AHD INTERIOR SLAW ON 6RA17E,EXCEPT
6ARME FLOOR SLABS 2500 21500 2,100 Architect from any clakn a nuke whatooeverr.Including but not limited to all payments expanses or costa Included,aishg or alleged to have arbeu from prefabricated Items. ��
10.Thor andkiana and eseumptlona elated h than epedflcattonw abdl be veifted by the contractor for anformmce to hoed oodes and anditbns In the event of a discrepancy between II
than apedficaUms and local codes or conditions,the contractor Adl notify the Architect In writing of the discrepancy and special engineering requirements shall be applied to have the O t
OTHER VERTICAL
WALLS,FOUtl4AT1oN WALLS,EXTERIOR HRALLS AND 2500 3,"d axo d buldhg's structural Integrity. J
OTHER VHZTICAL CONCIRETE WORK E7(POE�To HEATHER 11.These requirements may be superseded by more stringent Infan.at contained within the drawings. The more stringent shall be followed
POWhIE5,CARPORT SLABS NO STEPS DPOSM To THE 12 Soil condkkns small o mfam to or exceed the following conditions Beahg Capacity. Min.1000 psf.field veifled under allfootings and reinforced sobs.Water Table: Min.7-0'below
HEATHER,Alp 6ARA6E MOOR SLABS 2500 3poo 40 350o a bottom of all concrete slabs and footings Footings,foundations,walls,and dabs shall not be planed an or in Maine Clay,Peat and other organic matarkls N
A AT?D DAYS P51. 1 Bottom
compacted 95x ll verified el a cols shall extend below froat Ie of the locality and minimum 3'—O'below existing grade to 95%dry danalty,havinga load m
AL AT
SFSI. Farev�wn�e+ewremw P y engineer licensed h the locality where project b being built carrying capacity ghedfled. undisturbed aoN0 Ilk
G WNCRE E IN THEM LOuvIM THAT HAY an SB.ECT TO RZ®LS AND TWWeb V RlG CatSTra "W"an AN-TRAD W COIGME N ACCORDANCE wine FWDk7rE D. 14.AN foundation wall baddii Under saber where distance from edge of wall to edge Of undisturbed sat x sly dansty exceeds 16',but leas then 4'-0',small consist of den,Porous,Sol � . 2 4 6 �O
D.CO REM War an Ass STRAINED rare.AIR CMENT(PERCENT BY VALSE of WW RERFJ STALL Nor BE LESS THAN s FEW"OR MORE THAN T PERCENT; compacted In 6'layers to 95 or provide/4 rebor at 2'-0'o c..1'-0'beyond edge of undisturbed col and 1'-U'Into fundation wall.
E.�SECT10N Rau FOR Fe@IR1 GE E T CAMENr F N
F.FOR GARA6E FLOORS WITH A 5AT EL TROYB®FINER Ri�EGTON OF THE THE TOTAL AIR CONTENT(PERCENT BY VMJJ E OF OOrCM0 TO Nor BE LESS THAN 3 FE RCE r IS PEFM W F THE SPEGF® 15.Free draining granular baddi(SM er better)shag be used agdnat foandation walla eanebtant with the arehkeehud plena and rotated details Equivdmt fluid preesure of badkfll not to
caPrrRE551ve Sffe 6TH OF:THE WNCRRETE 15 NCRRFivID TO NOT LEES THAN 4000 Psi exceed 40pcf(pounds per crAie foot). If boM pressures exceed 40pef,than wale must be designed for actual pressures by a registered Profeasond Engineer licensed In the locality
where project Is being built 17.Unbalanced fill not to exceed 7'-0'unless otherwise noted and ebatmtiatad by angheeing cdalafts. Boddtl shall not be placed against walla until A
side-an-grade and framed floors are In place and have reached their design atrmgth. Proper precautions shall be to=to brace foundation walla when bodd®hg. Where boddB Is
requked an both ddae,boddil both aides eknuitmeousyc
TABLE R401AI
PRESUMPTIVE LOAD BEARING VALUES OF FOUNDATION MATERIALS
A.General:
CLASS OF MATERIAL LOAD BEARING PRESSURE IN P.S.F. 1.The concrete properties shall be as follows See notes
2 Concrete work shall conform to all requir arm ts of ACI-316 spedfleatlana for struchud eonaete for buildings .c7
&AN roinf xom ant.anchor bolts,pipe Beeves and other inserts shall be pmitively eeared In place and located seeding to the appropriate architectural drawings and detain
E �ROC.K 12,000 B. forcing C ZrSTALU B shall be intermediate Q
for ohm and Iaea sted Uons 9 now blot deformed bars grade 60 txnfamhg to AS1TN A B15 Waded cake fabric shall anises to ASTY A-1&5 See ardhkeehud drawings A
2 Detailing,fabricating and placing of reinforce.ant shall be in accordance with ACI-315 Standard Practice for Detailing Reinforced Concrete Structures
SWM ITARY ADD FOLIATED ROCK 4p00 &AN reinforcing bars which Intercept perpendicular elements shall terminate In hods,placed two(2)inches dear from outer face of element 4.The contractor shall notify the building ''1
offidd at least tarty-eight(48)hers prior to each concrete pour. No concrete shall be poured Into footings containing standing water or mud Footings shall be dewate ed Prior to LU O Q
SAiDY SRAVEL AN7 OR 6RAVEL(6W OR 6P) 3,00 Minimum protective aver for reinforcing sted ent of concreta. No can=%shall be shall bacede m followsntil all fadng has be installed by the entracte and inspected by the bolding official a county approved licensed inspector.S U
.Footings 3' Z La5ANJ.SILTY SoW,CLAYEY SAtO,SILTY 6RAVli AIV .Beam and alumna Z•
CLAYEY 6RAVEL(SW,5P,SM,50,64,NO 6C) 2'� a Slab: 3/4(Wire mash to be placed at mld-depth of slab) � L
aCLAY,SAHDT,SILTY CLAY,CLAYEY SILT,SILT AND SAtl7Y d.Wads-1 1/4'at Interior face 3'at exterior face. n Z L Q
G.Foundation: a-e .4 Z
51LYCLAY(CI,Hill,FN,At0 00 1.Footing depths are shown an the architectural drawings Footings shall bear a minimum of 1'-0'Into original undbbubed col and a minknum of V-(r below finished gods Where 'n
required,step footings to ratio of 2 haimntd to 1 vertical. v/
TAMES TAKEN FROM 2020 RESIDENTIALW S 2 Where aedlUms develop requYhg changes In excavations,such changes shell be made as directed by the Architect
tI AN
his footin excavations ahall be Inspected by the buldhg official or county approved Inspector prior to the placing of any concrete. Some shall be given forty-eight(48)hours notice for 121 z —� W
4.Sol hveatigatbn and report AN earth warp compaction and supervisions shall be done according to the reammandallanc of the aol Investigation report prepared by a licensed ff— �5 O t—
geotedhnloal anghee: Concrete slat and footing calculations are based on a 1,0DO pof value. If m-eke test boring Indicate leaser values,notify Architect,dtect,In writing,eo that neces O � z
structural modifications
atlons can be ma
& shall be V thick reinforced with 6 x 6 W1.4 x WI.4 WNF U.O.N.and shell be placed an 6 mill. vapor barrier an 4'crushed stems U.O.N.
S.Slat-on-grade at porches shall be a thick unless otherwise noted z Z >n O 4
7.Install anchor/straps as per mfg.recommendations If from amea and Intervals of not more that 2'-6'. Minimum enbedmant for anchors seal be as specified by manutaeburer. �( n,
8.Bean podceta andl be famed into concrete wale to provide a continuous lewd Out adkl bearing surface for all beans lfffllJYYY44x La
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P11 °
IT IS A VIOLATION OF NYS LAW FOR ANYONE
EXCEPT THE LICENSED ARCHITECT TO A 31
ALTER THESE PLANS IN ANYWAY
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51
152 x 229
Note: All dimensions in millimetres[Inches]
12 x 20 Wood Gazebo with Alumimum Roof Skk, Date:
Item#1474151 Mfg#YM12952 2021-10-01
' A
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This drawing is proprietary and confidential.All i
information contained herein is the sole property of
Yardistry Ltd. Any'transmission or reproduction in part or
as a whole without permission of Yardistry is prohibited.
DO NOT SCALE
Rev Descri Lion Date/A DRAWING
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v= Note: All dimensions In millimetres[Inches]
12 x 20 Wood Gazebo with Alumimum Roof ° Date:
+ + Item#1474151 Mfg#YM12952 2021-10-01
This drawing is proprietary and confidential.AllYA"" -D"�[Sp
information contained herein is the sole property of a
Post Mount Qty4 YardistryLid. Any transmission or reproduction in part or
as a whole without permission of Yardisiry is prohibited.
DO NOT SCALE
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Tie Wrap Braket Qty 10 12 x 20 Wood Gazebo with Alumimum Roof Date:
Item#1474151 Mfg#YM12952 2021-10-01
This drawing is proprietary and confidential.All ¢ SIZE
information contained herein is the sole property of
Yardistry Ltd. Any transmission or reproduction in part or
as a whole without permission of Yardistry is prohibited.
DO NOT SCALE
Rev Descri Lion Date/App DRAWING
M LtUfIl1U1 I.M1 UIC[JUItAICIbUl d11U1 UI II IJIdIIUI Ul 111IJ YI0UUL tl YUU CIIU QUVIJCU W UUIIJUII YUUI IUI:GI
city, municipality and applicable HOA guidelines for guidance on building codes and/or zoning
requirements for your area before purchase.This structure may require a permit.
Furniture not included.
Product details have been supplied by the manufacturer and are hosted by a
third party.
12' x 20' Wood Gazebo with Aluminum Roof by
Yardistry®
Spend even more time outside, thanks to the 12'x 20'Wood Gazebo with aluminum
Roof by Yardistry.
Built with 100% FSC certified outdoor lumber and finished in a stunning mocha
brown stain, 12'x 20'Wood Gazebo with Aluminum Roof is sure to become a
popular gathering place—and a beautiful focal point in your yard.
The beautiful design features a Montana Bronze Aluminum Roof which will provide
you and your guests plenty of shade for years to come!
The spacious 12'x 20'Wood Gazebo with Aluminum Roof is big enough to easily
set up both a dining -and living space! With its 6 by 9 inch corner posts and heavy
duty construction the 12'x 20'Wood Gazebo with Aluminum Roof can be attached
to any structurally safe surface
Your new gazebo is designed for stress-free assembly!The wood comes pre-cut
and pre-drilled so all parts fit together with ease. Just follow the illustrated step-by-
step instruction manual...or watch the online Helpful Hints assembly video.
Available exclusively at Costco, the 12'x 20'Wood Gazebo with Aluminum Roof will
add a stylish and modem look to your outdoor living space!
Product a _
Features '
• Stunning
Montana
bronze
aluminum
roof -
• Engineere
d 15 cm x
22 cm (6
in. x 9 in.)
Posts with A
classic
linths
• Sleek
*y arc
curved
gussets: .,
• Finished `
i n a
beautiful, ,
environme
friendly,
Mocha
Brown
stain ,
• Build with
100%
FSC®
Certified
Outdoor
Lumber
• Pre-cut,
pre-drilled,
pre-
finished
and
includes
all
hardware
needed
for
assembly.
Fasteners
required
to mount
brackets
to finished
surface
not
included.
(As
surfaces
may vary).
• Pre-
stained
outdoor
lumber
designed
to
withstand
the
elements
and
provide
years of
satisfactio
n.
Yardistry
advises
applying a
yearly
coat of
water-
based
sealant to
maintain
the wood's
i n+cn rifA/
preserve
the stain
color.
Assembly
• Product
comes as
a ready to
assemble
kit with all
wood,
hardware,
and metal
componen
is
• Designed
to be
surface
mounted-
the Wood
Gazebo
with
Aluminum
Roof
comes
with L-
Brackets
that can
be
attached
to any
structurall
y safe
surface
(mounting
hardware
not
included)
• Illustrated
step-by-
step
instruction
manual is
included
• Helpful
Hints
video to
help guide
you
through
the most
critical
steps
• Dedicated
Customer
v
help you
with any
assembly
questions
Dimension
• Set Up
Dimension
s: 12'2" L
X20' 5"W
x10'2" H
• Base
Dimension
s (outside `
to outside
of posts):
10'10.38"
L x
19'0.89"
W
• Base
Dimension
s (inside
to inside '
of posts)" a ,
1T6.89" L `
x 9' 10.38"
W
• Product A
Weight
1000 LBS
00 0 0 0 0 0 0