HomeMy WebLinkAbout49045-Z mm TOWN OF SOUTHOLD
�. BUILDING DEPARTMENT
`r TOWN CLERK'S OFFICE
n` 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 #: 49045 Date: 3/21/2023
Permission is hereby granted to:
Bet, Sheila
2105 Countryw Club Dr
Cutchogue, NY 11935
To" Construct an accessory pergola to an existing single family dwelling as applied for.
Must maintain a minimum setback of 15 feet.
At premises located at:
2105 Country Club
Dr, utch
Co ue
SCTM # 473889
Sec/Block/Lot# 109.-3-2.22
Pursuant to application dated 1/12/2023 ,,,,,,
and approved by the Building Inspector.
To expire on
......_..
Fees:
ACCESSORY $202.00
CO- RESIDENTIAL $50.00
Total: $252.00
JA-k) ......—
Building Inspector
�rw 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 hitp s://www.sout� oldtow s://www.southoldtonnv.p-ov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only EC F I I ve
PERMIT NO, 49 O q5 Building Inspector.
-�a_ JAN 12 2023
Applications and forms must be filled out in their entirety. Incomplete B IWINGDEPT
�
applications will not be accepted. Where the Applicant is not the owner,an OFS007HOLD
Owners Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
p
Name. 0 SCTM #1000- 0
Project Address. Zips u tt /In aw- YO Y 035
35
Phone#: 5)b' — bbc a Email:
Mailing Address: .los CWqtNttWive ce
CONTACT PERSON:
Name: OF
Mailing Address:.
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing
Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name: fe
Mailing Address: BOY SDL) hd(� /
Phone#: 3 � s� _ Email; en&A
DESCRIPTION OF PROPOSED CONSTRUCTION
p
New Structure []Addition ❑Alteration ❑Re air ❑Demolition Estimated Cost of Project:
❑Other $ -- --
Will the lot be re-graded? ❑Yes Leo Will excess fill be removed from premises? ❑Yes -P4910
1
PR6kR7Y INFORMATION
a
Existing use of property: Intended use of property: � ��
Zone or use istrict in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes Ij5rb IF YES, PROVIDE A COPY.
[Check BOX After Readi4g, The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,.County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions alterations or for removal or deroohtion as herein described.Thea applicant agrees to comply 'i' "
pp g ply with all applicable laws,ordinances,building code,
housing cgdeiand regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): -7 G � �1® ❑Authorized AgentbOr
ner
Signature of Applicant: �'� . f Date: JJp
STATE OF NEW YORK)
SS:
COUNTY OF L UtU O\)L
I a L— � being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the &_,3y-\ec
(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
h
day of ) 20
N ary Public
EaVF i.AAT -S HWII," A ORN
N'6AtY PUBLIC STATE OF NEW YORK,
PROPERTY OWNER AUTHORIZATION ResistrtttionNo,iitCjA627402t(
S�u�Bifieti Ie 5w����aik Ca�a�atty
(Where the applicant is not the owner) m� oas�jed in S s lk COU 2 s
1, 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
Z
S'iwie�rm xx®x 9�r u rzux�dir m m�rvd suroa rmonAi TM[Aw rNExnPEo Axo n'Exx Bw io'HE'nnE WurwwY(0 ds¢s sxowCx�E tFrgx wmiunoxxus*o xEnsEa StRwnmss au Poa n sPsnnc t Rr�snrnrviu.wa nC�nw±sE�w[oT miN xa e�eta£mu n�axu NSwnsNt 5 oa 9sgwso+ s (sj m wwis<ph'gg rls(sT)'&11 ESSP11(er)a�ONxwxExEW X'E rxx u 1-=-m'IlnNo of onTTo oBiurrEoxtRON of s
400 Ostrander Avenue,Riverhead,Nsw York 11901
tel.651.727.2509 fax.651.727AI44
adminayoungenginearmgsom
I N 4�t 44
Howard W.Young,Land Surveyor
Thomas G.Walpmrt,Profeea10 Enginmmr
Douglas E.Adams,F•ofesalonal Engineer
--'' Lot 2 '?, `' Robert c.Yost,Arohltmot
SUbdiVlSion-" yyt Robert Stromskl,Architect
Country Club Estates"
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o.o E 584°34'10"ELMF SITE DATA
CEDAR TREES 235,83 t a°.E
PINE d CEDAR TREES - 1 S AREA=40055 50,FT.
SUBDIVISION-"COUNTRY CLUB ESTATES"FILED IN THE OFFICE OF
Lot 1 THE CLERK OF SUFFOLK COUNTY ON OCT.17Wm
b,
19'18 AS FILE No.
Subdivision- LU
"Country Club Estates" WOob X Z
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of Q DECK PATIO SLATE -�L� `x
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w 5LA83 !3 W SURVEYOR'S CERTIFICATION
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1"" Ll. =Ve HEREBY CERTIFY TO WILLIAM A.BET 8,SHEILA d.
O G m 15TORV FRAME 'm" Co "�"' 2WICK-BET THAT THIS SURVEYWAS FREPAR�-!N
-ROOF HOUNC 5Ed R
6ARA6 ROOF - I ti O WITH THE 000e OF PArmce FOR LAND SUT{lA;YW
la.a, oy >I. ! THE NEW YORK STATE ASSOCIATION OF _ NAL 1R.
W - OVER I a V SURVEYORS. /
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SLATE 1~
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SURVEY FOR
Z WILLIAM A. BET 4
--- ---- ------- --------------------------- H SHEILA J. ZAIGK-BET
EASEMENT LOT I "COUNTRY CLUB ESTATES"
CMF
N88°41f'10"W �''' `� at Cutchogue,Town of Southold
OOT 17125'.
Suffolk County,New York
Eb6E OF PAVEMENT -
CMF F77777CER.TIMEO SURVEY
COUNTRY CLUB dN
L DRIVE o.o'E Govnty Tax Map oLma 1000 seams 101 smw 03 ml 2.22
FIELD SURVEY COMPLETED APR.09 2019
MAP PREPARED APR.10,2019
- -- Roaord of"visions
REVISION DATE
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40 O 20 40 BO
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.LOB NO.2014-o048
DVks.201-10046- I OF I
O=MONUMENT 5ET L-MONUMENT FOUND A=5TAKE SET A=STAKE FOUND
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BUILDIN
Mak 2023
LLD
GOEPT
TOUVf��FSOUTHOLD
Good morning, Tracey.
This is Sheila Bet from 2105 Country Club Drive, in Cutchogue. You asked me to find
out about the strap and footing information regarding the construction of a wood pergola
on my patio.
The straps will be connected with Timberlock bolts and the posts will be secured into
the patio using Simpson Abu Installation.
(Abu instal lationstrongtie.com)
I saw from your post-it note that you had emailed me on 2/2/23 to ask for the info. I
looked back at my emails from that date and unfortunately, didn't see your email, so I'm
glad that I came in to see you personally.
Please let me know if there is anything additional that you require.
I can also be reached at 516-941-6638.
Sincerely,
Sheila Bet
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is de faces of the posts) Classic Red Ceder Pergola with 10' tall posts f
ng is 12" beyond the posts, making the rafters 14' long and the rafter su
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Simpson • • •1• Construction Connectors
ABA/ABU/ABW
Adjustable and Standoff Post Bases r--w
o �
Additional standoff bases are on p.331.
• ° H washer
The AB series of retrofit adjustable post bases provide a 1'standoff ° � supper
Q
for the post,are slotted for adjustability and can be it istalied with nails_
UStror,Drive`SD Donnector screws or bolts(ABU).Depending on the I IL °
application needs,these adjustable standoff post bases are designed • ® ° U °
= for versatility,cost-effectiveness and maximum uplift performance. °
t0 Features:
U)
The slot in the base enables flexible positioning around the °
manchor bolt,making precise post placement easier ABWZ
• The 1'standoff helps prevent rot at the end of the post and
meets code requirements for structural posts installed in �8 N,�
basements or exposed to weather or water splash Optional SDS �W \
0Matenal:Varies,see table) screw hole ABU44Z
Finish:IMAX®and some in stainless steel;see Corrosion Information, '° (others¢es similaig
pp.12-15 21oad e m ••°• m N
o'
Installation: transferplates
• Use all specified fasteners;see General Notes. supplied too
• See our Anchoring,Fastening,Restoration and Strengthening Systems nor �?
Concrete and Masonry catalog or visit strongtie.com for retrofit anchor Washer
options,such as Titen HDI,Stainless Sted Titen HD or SET-3G"'. (5q,, 3 �� ° req�ired-
• Post bases do not provide adequate resistance to prevent members (7 ABU A(e Olpip�, An,hor • O not supplied
from rotating about the base and therefore are not recommended for U12j?1
non-top-supported installations(such as fences or unbraced carports). 11 �I °
• Place the base,cut washers)or load transfer plate(s)and nut(s)on ABU88Z ° II
(other sizes similar) s �,
the anchor bolt(s).Makeake any necessary adjustments to post placement (o � Q�
and tighten the nut securely on the anchor bolt.
I
• See strongtie.com for information on hollow column installation.
ABW
Place the standoff base and then the post in the ABSN and fasten on
three vertical sides,using nails or Strong-Drive SD Connector screws Anchor ABA44Z
-Bend up the fourth side of the ABW and fasten using the correct fasteners bolt per (other sizes similar)
2'min. designer
ABU aid.-cov,.t a a
Place the standoff base and then the post in the ABU (ryp-) d
-Fasten using nails or Strong-Drive SD Connector screws or bolts
(ABU88Z,ABU 101OZ,ABU1212Z--5D3 optional)
2'min. O
ABA side cover U
Place the post in the ABA EYP") F
-Fasten using nails or Strong-Drive SD Connector screws
Codes:See p.11 for Code;reference Key Chart Typical ABWZ
Installation o
fl.
Allowable Loads — Beam Installation I.:.
Material Dimensions Fasteners DF/SP SPF)HZ • �;°
Model Nominal tga.) (r.r.r ti,t.; Ahowahre Leads A;Iowable Leads
No. Sia Aacho, Uplift Donor Uplif Down Typical ABA44Z o
Base St•ap W - H Dia. 1'arls (160) (100) (.6.•) (100) Installation
R
ABU46Z Dout le 2x 12 '2 j_356 5 7 % (12;0.162 x 31h 2,030 ii,475 1,820 6 U75 O
ABU46Z 4x 12 12 Tlis 5 7 % 12 0.162 x 31h 2,155 9,.,90 1,$50 ;090 Beam must a center
S4'tr T x al wood
( ) past base center structural panel
ABU46RZ R^ gi.4xV12126 63e 4s (12j 0.162 x 31h 2,155 9,890 1,850 -,090 by 6'min. shim bmside°f
ABU66Z 1ipru 2x 5 611c % (12)0.162 x 3% 1,405 12,:15 1,165 9,115 (toorno a 51
ABU66Z 6x 5 6yr 4'a (12)0.162 x 31h 1,905 12,320 1,140 11,110
ABU66RZ Rough 6x 6 5fl5s 45 (12)0.162 x 31h 1,905 12,920 1,640 11,110 ° 0,
:.Uplift loads have been i icrea:ed for eatthquc-ne oi wind loading with no fur Cher bmcre-•.e glowed.
Reduce where odmer loads govern
2.Drmmloads.nay not be increased for short-term loafing. ,
3.pecifier is to deign con:rete and anchorage for uplift capacity. e
4.Beam depth must„e a minimum of 7 W. Triple 2x8
P Anchorage b• o,;n beam(min.)
5.Shuns are rewired for double 24 A shim)and triple 2::(2:hims)in-Wations as shown in the designer ;: e" (roorncre 4)
illustration.Additional fa tening of shim to beam is not required.
6.Fasteners:Nail dimensions are listed diameter by length.See pp 2'-22 for fastener information. ABU66Z Beam Installation
68
Simpson I • III Construction Connectors
ABA/ABU/ABwC=
Adjustable and Standoff Post Bases (cont.)
-These products are avalable with additional corrosion ®For stainless-steel MMany of these products are approved for installation
protection.For more information,see p.14. fasteners,see p.21. with Strong-Drive°'SD Connector screws.
See pp.348-352 for more information.
Allowable Loads - Post Installation CL
cc
Material Dimensions Allowable Loads V
(-a) (in.) Fasteners (DF/SP)
C
Model Nominal Code W
No. Post Size AnchorBolts Uplift Ref. y
Base Strap W L H HB " Dia. Nails Down H
(m.) (in.) Qty. r J Nails Bolts (100) m
AB:.442 44 16 16 345s 3% 3 K - 1h (6)0.148 x 3 690 - 5,925
ABW44Z 44 16 16 Wr. 39As 21/4 - 1h (8)0.148 x 3 - - 1,005 - 7,180
® ABU44Z 44 16 12 Ws 3 51h 134 % (12)0.162 x 31h 2 1h 1,900 2,300 7,570
ABA44RZ Rough 44 16 16 414s 3% 2'Ks - 'h' (6)0.148 x 3 - - 655 - 7,215
ABW44RZ Rough"44 16 16 4 4Ks 1'Ks - 1h (8)0.148x3 - - 835 - 7,180
ABU44RZ Rough 44 16 12 4Ks 3 51/1 112 I % (12)0A62 x 31h 2 lez 1,900 2,300 7,570
ABA46Z 46 14 14 W6 5%; 31x5 - % (8)0.162 x 31h - - 870 - 10,500
ABW46Z 46 12 16 334. 5% 3 - 1h (10)0.148 x 3 845 - 4,590
® ABU46Z 46 12 12 39As 5 7 2% % (12)0.162 x 31h 2 1h 2,405 2,265 12,520
ABA46RZ Rough 46 14 14 41Ae 531s 2% - % (8)0.162 x 31h - - 870 - 10,695
'A13W46RZ Rough'46 12 16 4 6 2vAG - 1h (10)0.148 x 3 - 780 - 4,590
ABU46RZ Rough 46 12 12 4K6 5 61/4 2% % (12)0,162 x 3Y2 2 % 2,405 2,265 12,520
ABU5-5Z 5'A x 51/5 12 10 5r/4 5 61As 13YA4 % (12)0.162 x 312 2 'h 2,235 2,235 10,570
ABU5-6Z 51r5 x 6 12 10 61/5 5 6K6 I Y4 % (12)0.162 x 31h 2 1h 1 2,235 2,235 10,570 IBC,
ABU65Z 5'h x 5 12 10 512 5 6Ks 13'4 % (12)0A62 x 31/2 - - 2 475 - 10,M' FL,LA
ARA66Z 6x6 14 14 51h 5% 3% - % (8)0.162 x 31h - - 850 - 10,245
ABW66Z 6x6 12 14 51h 5% 3 - 1h (12)0.148 x 3 - - 1,190 - 12,935
® ABU66Z 6x6 12 10 51h 5 6%e 13'4 % (12)0.162 x 312 2 'z 2,475 2,190 18,205
z
ABA66RZ Rough 6x6 14 14 "6 5% 2% - % (8)0.162 x 312 - - 850 - 11,500
2 W ABW66RZ Rough 6x6 12 14 6 6 213is - 1h (12)0.148 x 3 - - 1,190 - 12,935
0
o ABU66RZ Rough 6x6 12 10 610is 5 5% 11h % (12)0.162 x 3Y2 2 'h 2,475 2,190 18,205
w
F
O ABW7-7Z 7%x7% 12 14 74is 7§is 3 - 12 (12)0.148 x 3 - - 840 - 14,530
® ABU88Z 8x8 14 12 71h 7 ' 7 -- (2)% (19)0.162 x 3'h - - 2,570 - 22,405
0 ABU68RZ Rough 8x8 14 12 8 1 7 7 - (2)45 (18)0.162 x 31h - - 2,450 - 19,870
a
ABU101OZ 10x10 14 14 912 9 71/4 - (2)45 " (22)0:162x 312 - - 2,270 - "32,020
N ABU1010RZ Rough 10x10 14 14 W 9 7 - (2)45 (22)0.162 x 3'h - - 1,830 - 31,650
0 ABU1212Z 1202 12 12 1112 11 71/4 - (2)45 (22)0.162 x 312 - - 3,000 - 34,745
N
O
c? ABW212RZ Rough 1202 12 12 12 11 7 - (2)45 (22)0.162 x 31h - - 3,000 - 34,745
U
1.Uplift loads have been increased for earthquake or wind loading with no further increase allowed.Reduce where other bads govem_
2.Downloads may not be increased for short-term loading.
3.Specifier is to design concrete and anchorage for uplift bads.
4.ABU products may be installed with either bolts or nails(not both)to achieve tame loads.ABU88Z,ABU88117,A'1U101OZ,
ABU 1010RZ,and ABU 1212Z/RZ may be installed with eight%°x 3"Strong-Drive SDS Heavy-Duty Connector screws(sold separately)
for the same table load.
5.t--or higher downloads,pack grout solid under V standoff plate before installation.Base download on column or concrete,
according to the code.
6.HB dimension is the distance from the bottom of the post up to the first bolt hole.
7.Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strandsNeneers.For SOL columns,
the fasteners for these products should always be installed in the wide face.See technical bulletin T-C-SCLCb M at strong-do-om for more;nfornadon.
B.Downloads shall be reduced where limited by allowable loads of the post.
9.%astene-s:Nail dimensions are listed diameter by length.See pp.21-22 for fastener information.
69