HomeMy WebLinkAbout51597-Z �pF SOpryo`° Town of Southold
* * P.O. Box 1179
�o40 53095 Main Rd
Ulm.t�E3 Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47023 Date: 05/04/2026
THIS CERTIFIES that.the building DECK
Location of Property: 2000 Glenn Rd Southold, NY 11971
Sec/Block/Lot: 78.-2-37
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/05/2024
Pursuant to which Building Permit No. 51597 and dated: 01/30/2025
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:
Deck addition with hot tub and outdoor kitchen to an existing single-family dwelling as
applied for.
The certificate is issued to: Howard Jakob ,Eva Jakob
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 51597 2/10/2026
PLUMBERS CERTIFICATION:
utho ' e Si ature
a-fSo&,,yo�o 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#: 51597 Date: 01/30/2025
Permission is hereby granted to:
Howard Jakob
154 Ashley PI
Park Ridge, NJ 07656
To:
construct deck addition with hot tub to an existing single-family dwelling as applied for per DEC Non-
Jurisdiction letter and Trustees approval. Hot tub manufacturer specifications must be submitted
once selected.
Premises Located at:
2000 Glenn Rd, Southold, NY 11971
SCTM#78.-2-37
Pursuant to application dated 12/05/2024 and approved by the Building Inspector.
To expire on 01/30/2027.
Contractors:
Required Inspections:
FOOTING/REBAR, FRAMING/STRAPPING , DRAINAGE, FINAL,
Fees:
Single Family Dwelling- Addition&Alteration $612.00
SWIMMING POOLS-ABOVE-GROUND WITH REQUIRED FENCING $300.00
CO RESIDENTIAL $100.00
Total $1,012.00
N ui ing Inspector
SO!/Tyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road N
P.O.Box 1179
Southold,New York 11971-0959 �lij'COU '�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Howard Jakob
Address: 2000 Glenn Rd City: Southold st: NY zip: 11971
Building Permit#: 51597 Section: 78 Block: 2 Lot: 37
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Electrician: Retrofit Electric License No: 60131ME
SITE DETAILS
Office Use Only
Commercial Indoor Basement Service Solar
Residential X Outdoor X 1st Floor Pool Battery Storage
As-built Renovation 2nd Floor Hot Tub X EV Charger
New X Addition Attic Spa Generator
Survey Mezzanine Garage Dock
INVENTORY
Service 1 ph In-wall Heater Recpt Ceiling Fixtures Smoke Detectors Pump
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures CO Detectors Heater
Main Panel A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO Transformer
Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen
Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover
ARC Blower Heads Switches Pucks Lights Dishwasher Mini Fridge 1
GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp.
ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier
Other Equipment: 50A Hot Tub Disconnect, BBQ w/Side Burner
Notes: Hot Tub & Outdoor Kitchen
Inspector Signature: Date: 2/10/26
pF SOUIyOIo
# TOWN OF SOUTHOLD BUILDING DEPT.
�ou�+� 631-765-1802
l INSPECTION
l
[ ] FOUNDATION 1 ST/ REBAR [ /ROH PLBG.
FOUNDATION 2ND [ ATION/CAULKING
FRAMING /STRAPPING [
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
Ain ov
DATE l ?c� INSPECTOR 4/JY,
OF SO(/lyOlo - --
* TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
INSPECTION
[ OUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ -I FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ]: PRE C/O [ ] RENTAL
R ARKS: wh
DATE INSPECTOR
Of SOUTyO� -- ----- - -
* -TOWN OF SOU.THOLD BUILDING DEPT. ,
cou 631-765-1802
L�-,fq -�-INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] UNDATION 2ND [ ] .INSULATION/CAULKING
[Vf FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] TIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE .INSPECTO
OF SOUIyO�
# TOWN OF SOUTHOLD BUILDING DEPT.
"co 631-765-1802
INSPECTION .
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/CCA LKIN
[ ] FRAMING /STRAPPING' [ FINAL �4Vsp
`
[ ]'.FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION
[ ] "FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION " [ ] PRE C/O [ ]. RENTAL__
REMARKS: ED zkv cwk ow4c�
a.1(4�c ell OAL-z
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,DATE � yO INSPECTOR
�O�a0FS0UlyO� —-�1 ------ --
�(,� I�
T�F SOUTHOLD BUILDING EPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] . FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) >,DELECTRICAL-(FINAL)
[ ]- CODE VIOLATION [ ]. PRE C/O [ ] RENTAL
REMARKS: � � " - I
T
n �
01 :1&
`Dee I 6
DATE INSPECTOR
zf::�
-
rsf so
# * ' TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION .
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING .
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
1[ ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) -
�[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR
oF soulyO
# # TOWN OF SOUTHOLD BUILDING
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] .FINAL
[ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION
[ ] ELECTRICAL (ROUGH) ECTRICAL (FINAL)
[ ] CODE VIOLATION "3P RE C/O. [ ] RENTAL
REMARKS:
n
y
DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
------------------------------------- -
FOUNDATION (2ND)
ROUGH FRAMING&
PLUMBING
INSULATION PER N. Y.
STATE ENERGY CODE
L
FINAL
ADDITIONAL COMMENTS
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----——----- 3
=o��gtyfFO(kcOGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
H z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 hqps://www.southoldtowmy.izov
Date Received
APPLICATION FOR BUILDING PERMIT
� G WL
For Office Use Only ., c
i
PERMIT NO. Building Inspector: ¢' I
DEC — 5 2024 n
Applications and forms`must be filled out in th"Ventlrety Incomplete'
applications wilhn'ot be accepted.'WhereAhe Applicant,i's`not the owner,an ��rlea:a
O.wner's"Authorizationform(Page'2)shall be completed .
Date:
OWNER(S)OF PROPERTY '.
Name: Howard Jakob & Eva Jakob SCTM#1000- 78-2-37
Project Address: 2000 Glenn Road
Phone#: 201-307-0929 Email: hj41747@aol.com
Mailing Address:
%CONTACT'�PERSON
Name: Lisa Poyer,Twin Forks Permits
Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946
Phone#: 631-644-5998 Email: lisa@twinforkspermits.com
DESIGN'PROFESSIONAL'INFORMAT:ION
Name: Mark Schwartz &Associates
Mailing Address: 28495 Main Road, PO Box 933, Cutchogue, NY 11935
Phone#: 631-734-4185 Email: mksarchitect@optonline.net
:CONTRACTOR-'INFORMATION ,
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF>PROPOSED''CONST,RUCTION
El New Structure EAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other Deck addition $
Will the lot be re-graded? ❑Yes [3dNo Will excess fill be removed from premises? ®Yes El No
1
PROPERTY INFORMATION'
Existing use of property: Single Family Residence Intended use of property: Single Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes CXNci IF YES, PROVIDE A COPY.
[A Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY.MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance.of the Town of Southold,Suffolk,County,New York.and other.applicable.Laws,,Ordinances or Regulations,°for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors'on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section,210.45 of the New York State Penal Law.
Application Submitted By(/lnt name): Howard Jakob & Eva Jakob ❑Authorized Agent [XOwner
Signature of Applicant: _ Date
J e.,-Se,
STATE OF NEW YORK)
SS:
COUNTY OF
Howard Jakob & Eva Jakob being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the owners of the subject property
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of ��- vs , 20 �y Y i
MELT AAMARTINEZ Notary Public
` NOTARY PUBLIC
STATE OF NEW JERSEY
flD#30037390 F ERTY OWNER AUTHORIZATION
MY COMMISSION MUMS APR.29
ere the applicant is not the owner)
I, Howard Jakob & Eva Jakob residing at /.4? 115wl-av,1l"A4,- /Vy G7G54
do hereby authorize Lisa Poyer, Twin Forks Permits to apply on
my be If to the Town of Southold Building Department for approval as described
herein.
wner's Signature n Date
4)14& -
Print Owner's Name
2
Pot; I
Ulm'
hT
NMI*
�Ml�I-APP, I
h1.11�11
1W
Sh
10"
- -,�Vwo ,
Glenn Goldsmith, President Hall Annex
}"' ® 54375 Route 25
A. Nicholas Krupski,Vice Presidents q �
P.O. Box 1179
Eric Sepenoski ,lip ' Southold New York 11971
�s
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples
Fax(631) 765-6641
so
BOARD OF TOWN TRUSTEES D E C
TOWN OF SOUTHOLD _
June 13, 2025 J UL 1 2025
Building
Twin Fork Permits Town of So Department
Southold
288 East Montauk Highway
Hampton Bays, NY 11946
RE: HOWARD & EVA JAKOB
2000 GLENN ROAD, SOUTHOLD
SCTM#: 1000-78-2-37
Dear Ms. Poyer:
The following action was taken by the Southold Town Board of Trustees at their Regular
Meeting held on Wednesday, June 11, 2025:
RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative
Amendment to Wetland Permit#10675, as issued November 13, 2024, to construct a 3'
x 20' outdoor kitchen area within the footprint of the expanded deck; and as depicted on
the site plan prepared by Pinnacle Land Surveyors LLP, received on. May 22, 2025, and
stamped approved on June 11, 2025.
Any other activity within 100' of the wetland boundary requires a permit from this office.
This is not a determination from any other agency.
If you have any questions, please call our office at (631) 765-1892.
Sincerely,
Glenn Goldsmith, President
Board of Trustees
4. FLOOR ELEVATIONS ARE APPROXIMATE, FLOOR ELEVATIONS DEPICTED ARE
LOT MEASURED ADJACENT TO THE BUILDING ENTRANCE UNLESS OTHERWISE INDICATED.
21 5. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN EXAMINED AS PART
OF THIS SURVEY. SURFACE EVIDENCE FOUND WHILE CONDUCTING THE SURVEY IS
SHOWN.
The offsets or dimensions shown from structures to the property lines are fora specific purpose and use,and therefore,are not
Intended to guide In the erection offences,walls,pools,patios,additions to buildings and any other construction.
Subsurface and environmental conditions were not examined or considered as apart of this survey.
Easements,Rights-of-Way of record,if any,are not shown,unless otherwise noted.
Property corner monuments were not placed as a part of this survey,unless otherwise noted.
Certifications on this survey signify that the survey was prepared In accordance with the current existing Code of Practice for Land
9 Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification Is limited to persons for
EA
.% _� f' wmhe survey is prepared,to the title company,to the governmental agenry,and to the lending institution listed on This
r�"-TEE\ Said certifications indicated hereon arenottransferable.
V
am, [it HOLD
® a 05/05/2025 ADD PROPOSED STRUCTURES
° '� 08/02/2024 LOT AREAS
Date Revision
r _ Tax Ma : DISTRICT 1000 SECTION 78 BLOCK 2 LOT 37
x PINNA CL E
a LAND SURVEYORS LLP
4155 VETERANS HIGHWAY, SUITE 11 531.648.9273
RONKONKOMA, NEW YORK 11779 WWW.PLSU.COM
.75 0=4 PINNACLE LAND SUMMIS LLP
BOUNDARY &
TOPOGRAPHIC SURVEY
RLY LINE OF
K AS DESCRIBED --- SITUATE
SOUTHOLD
TOWN OF SOUTHOLD SUFFOLK COUNTY NY
Date Unauthorized alteration or addition to this survey is a violation
I of Section 7209 s -Qlyz;i,��2f New York State Education Law.
JULY 16,2024 � r yr t
.CiFSasLld ff"f! Scale .,fir tea,
20' g 1 A n Cam"
� 1 l
.. Sheet No. { � 2' f` ,��` r1
R h d !
Project No. copie5f [{s survey map not bead i land surveyors
240192 embosseseril;tttgf ai fall no ol considered to be a
true�"d.YadPf.'
Glenn Goldsmith,President �O�SOUr�,'
Town Hall Annex
Nicholas Krupski,Vice President �0� �� 54375 Route 25
P.O.Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly %TGlep one1`(631) 765-1892
Joseph Finora U'
p '� � ��� �,o �'F'a�(68�) 765-8_f41�J ?
APR 6 2026
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD F ,,
CERTIFICATE OF COMPLIANCE
#2367 C Date: April 3,2026
THIS CERTIFIES that the demolition of existing seaward deck attached to,the permitted two;.
story dwelling-,construction of.a 660.5sq_ft.deck at first floor elevation with double stairs to rg adg
installation of an 8'x8' hot tub within the new decking(partially below.and.above the deck elevation).
with locking cover;construction of a Y x 20' outdoor kitchen area within the footprint of deck;and
establishment of a 20'wide non-turf,no fertilization vegetated buffer along the landward side of the
vegetated wetlands,:ending seaward of existing non-turf buffer,
At 2000 Glenn Road, Southold
Suffolk County Tax Map#1000-78-2-37
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated August 5,2024 pursuant to which Trustees Wetland Permit#10675
Dated November 13,1024,was issued and Amended June 11.2025 and conforms to all of the
requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is for the demolition of existing seaward deck attached
i to the'penriitted two-stogy dwelling,.construction,of a 660 5sq.ft.deck at first floor elevation with double
stairs.to Grade: installation of an 8'x8' hot tub within the new decking(partiallybelow and above the deck
elevation)with,locking cover:construction of a 3'x 20'outdoor kitchen area within the footprint of deck;
and establishment of it 20'wide non-turf„no fertilization vegetated buffer along the.landward side of the
vegetated wetlands,ending seaward of existing non-turf buffer.
The certificate is issued to HOWARD&-EVA JAKOB owners of the aforesaid property.
Authorized Signature
G ,
i
kl
1
MEW VORK STATE DEPARTMENT T of rw1mommENTAL CONSER BARON
�'Divislon of Environmental!Permits,Region 1
SUNY as Stony Brook,50 Circle Road,Stony Brook,NY 11790
P.(631)444-03661 F:(631)444.0360
www.dec.ny.gov
NO PERMIT NECESSARY
NOTIFICATICM OF EMDANGERED SPECIES ACT JURISDICTOON
August 28, 2024
!-Toward Jakob
154 Ashley PI
Park Ridge, NJ 07656
Re: UPA 1-4738-03317/00004
Facility: 2000 Glenn Rd, Southold, NY
SCTM# 1000-73a2-37
Dear Howard Jakob:
The Department of Environmental Conservation (DEC) has completed a review of your
proposal to expand your deck and install a hot tub within the deck.
Based on the information you submitted, the site plan prepared by Mark Kevin Schwartz, RA
dated 8/23/2024, this.department has determined that the project is listed in the Tidal Wetlands
Land Use Regulations (6NYCRR Part 661.5 (b) (#50)) as a use not requiring a permit. All work
is located greater than 75' from the tidal wetland boundary and the lot coverage is less than
20%. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the
Environmental Conservation Law. (DEP ARNO)
Be advised, any additional work or modification to the project as described, may require DEC
authorization (e.g. changing the footprint of your home, upgrading the sanitary system, etc.).
Please contact this office if such activities are contemplated. In addition, although you state in
the Joint Application #6 (f) that you are not removing any trees DEC has documented the
summer occurrence of the Northern Long Eared Bat(MLEB) (Myods septentr onalcs), a
species lied as "endangered" by both Now York Mate and the US Fish &Wildlife
Service, within 3 miles of the project location. Wb have determined that tree cutting at this
location between March 1 and November 30 of any calendar year may result in the "take"of
these endangered species within the meaning of Environmental Conservation Law (ECL) §11
535. The term "take" is defined in part as the direct killing or injury of individual members of a
protected species, interference with critical breeding, foraging, migratory or other essential
behaviors, or the adverse modification of the species' habitat. The "take" of a species listed as
endangered or threatened is prohibited in the absence of a permit from this Department issued
pursuant to ECL §11-535.
'MK c Department eF
s7AYc Environmental
Conservation
fi
In order to avoid an Endangered Species "take" or the need for an incidenW take
permit, no tree cutting activities can be conducted at the project site
between the dates of March I and November 30 of any calendar year. If you have
questions about the presence of protected species on or near your properly, the potential
effects of activities on these species or your responsibilities as a landowner or project sponsor
under the Endangered Species Regulations, please contact the Regional Wildlife Manager at
(631)444-0310.
Please note that this letter does not relieve you of the responsibility of obtaining any necessary
permits or approvals from other agencies or local municipalities.
Sin erely,
Nary Ma lai
n in rO"g2 C c
Deputy Reg. on onal Permit Administrator
cc: Twin Forks Permits, BMHP, File
f ®�ufFpl,¢C'` BUILDING DEPARTMENT- Elec �� I Inspector 3 2025
TOWN OF SOUTHO Q�
Ry z ` Town Hall Annex - 54375 Main Ro - - PO Box 1179 eat
Southold, New York 11971-09.`�9u11dingD�o -Jo,d
Telephone (631) 765-1802 �cn of
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 5 t- otoaS
Company Name:' 4r ; .E Ar,'c- r(\G
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.: p ` 2 Qua v-2 (I
JOB SITE INFORMATION (All Information Required).
Name:
Address: 9�0c)O C ( r,n
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: 71 YES ❑ 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 Reconnect❑Underground[]Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION S�13�a5
RA S I a5 [e-C*.11O0-19
Ele
BUILDING DEPARTMENT- c I Inspector
®Gyy ;, TOWN OF SOUTHO MA`I 3 2025
Town Hall Annex - 54375 Main Ro - PO Box 1179
® ,,, eat
Southold, New York 11971-09 -P Viold
Telephone (631) 765-1802 Tows®1
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: S t3 c90a9.s
Company Name:
Electrician's Name:
License No.: ME-( <)kbl Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.: p 2 C.-a v-e (I q]5
JOB SITE INFORMATION (All Information Required)
Name: jG<(3 b
Address: a oc)o C' ( rn
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES ❑ NO ❑Rough In 'E�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 Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
pa ►a5 c�c �00��1
PERMIT# Address:
Switches
Outlets 1
GFI's
Surface
Sconces
H H's
UC Lts Fridge HW POOL
Fans Mini Fr. W/D
Panel
Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit
Blower
AC AH Hood Blower
Service Amps Have Used rZ.0 rG
Sub Amps Have Used
Comments
1
..
lJ J
v' £: `o
\ +13.02 I �0
0 ppq -1 C
Oy
+13.01 I / �12.33
ENNr1J l�=J
FOUND
+12 52 ' / \ MONUMENT '
-}-12.13
10000 y ,FE
-._ 1202 +13.5 \4'E
Oz Oy
TC: 12. 9 \ \
� BC: 12.69
FOND TC: 12.7
PI E 13.6 BC: 12.56 I 0.7'N 0 y
o_ \TC: 1 8 0 FUEL
FILL I
1'g7o 7' BC; 12.98 }{-14.0 +12
' TC. 13. 5
IHEDGE BC: 12.85
I
TC: 13,
LLJ SC: 13.25 0
ITC: 13.97 =
> BC: 13.77 A/C
Q I TC: 13.1 UNIT
BC: 12.85
-}-13.05 13,25 17.0'
13.53 20.9' 00
Z
+12.4 GRAVEL DRIVEWAY a ❑ 12.6+ 0
Q WITH BLOCK CURB GENERATOR 0
FLOOR ELEV: 10
13.86 7.1' N
FLOOD ZONE 2.0'
I X SHED
l � FLOOR ELEV:
13.86 WOOD
RIM ELEV: a LANDING
TC: 12.47 12.69 TC: 13.81 w 'b
BC: 121, BC: 13.56
h
N 2ND STORY 15.09 p'�
O OVERHANGS ROOF OVER PORCH
N12.60 - - - 4.
11.3 \ 21.5'
FLOOR ELEV:
4 15.68
o / 2 STORY UN T 1i
1191 DWELLING /G
13.3, #2000 UNIT
= it NOTES
41LEV _
14•6' 1. LOT AREA = 21,773 SF TO THE LIMIT OF WETLANDS AS FLAGGED.
cbo
23,440 SF TO THE APPARENT HIGH WATER LINE.
FLoo24,347 SF TO THE NORTHERLY LINE OF WEST CREEK AS DESCRIBED
57.9' 15.58r10.22 _10- 98 .* SCREEN M - --- %r,E�a+° a.4 2. THE PROPERTY APPEARS AS LOT 20 ON A CERTAIN MAP ENTITLED "MAP OF WEST
ROOM DCISTING DECK x I 0 UNE(DECK AE�PCK CREEK ESTATES AT SOUTHOLD" FILED AUGUST 19, 1963 AS MAP No. 3848.
�'4'-.=:- t`:^`� TO RE IN
o 3. ELEVATIONS REFER TO NAVD 1988.
SPA I a/ 4. FLOOR ELEVATIONS ARE APPROXIMATE, FLOOR ELEVATIONS DEPICTED ARE
LOT PROPOSED DECK i I MEASURED ADJACENT TO THE BUILDING ENTRANCE UNLESS OTHERWISE INDICATED.
19 EXPANSION, SPA 13.0' /5.7' LOT
& OUTDOOR o _/o PROPOSED 21
15.4' � OUTDOOR WEnN1D 5. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN EXAMINED AS PART
)X KITCHEN a� KITCHEN s�6pCX""c OF THIS SURVEY. SURFACE EVIDENCE FOUND WHILE CONDUCTING THE SURVEY IS
/ SHOWN.
15. w�NO
+x, x 7 0 +LIMIT�F CLEARINGX& { 8 7 X X 00
/ LINE OF SILT FENCE
FLOOD ZONE X 0
(0.2% ANNUAL M The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not
r: N intended to guide in the erection offences,walls,pools,patios,additions to buildings and anyother construction.
CHANCE FLOOD) / 0 Subsurface and environmental conditions were not examined or considered as apart of this survey.
Cny,u;= Easements,Rightsof-Way of record,if any,are not shown,unless otherwise noted
---•-6 �� / �a Property corner monuments were not placed as a part of this survey,unless otherwise noted.
3 v Certifications on this survey signify that the survey was prepared In accordance with the current existing code of Practice for Land
FE ,,,s, 1{• Surveys adopted bythe New York State Association of Professional Land Surveyors,Inc The certification is limited to persons for
V _ N whom the survey Is prepared,to the title company,to the governmental agency,and to the lending institution listed on this
survey.
0 +5.5 R"
Said certifications indicated hereon are not transferable.
O . .a
FLOOD ZONE
4.42 AE(61)
05/05/2025 ADD PROPOSED STRUCTURES
Z PROPOSED 20' WIDE --FE-NON-TURF NO FERTILIZER - 0.4'E 08/02/2024 LOT AREAS
VEGETATED BUFFER Date Revision
// > +4. ' Tax Ma DISTRICT 1000 SECTION 78 BLOCK 2 LOT 37
HEDGE I 1 +4.5
t2'W 14.3 ' 1
4.4-, ' o ' .i `1 NNA CL E
LAN D SURVEYORS L L P
4155 VETERANS HIGHWAY, SUITE 11 631.648.9273
RONKONKOMA, NEW YORK 11779 WWW.PLSLI.COM
/ '2 02024 PINNACLE LAND SURVEYORS LLP
LIMITS OF TIDAL WETLANDS AS '! 96 75
DELINEATED BY TWIN FORKS � WOODED � ''•
PERMITS ON 6/28/2024
� � � � � ' � BOUNDARY &
TOPOGRAPHIC SURVEY
U EH ' 17� WESNORTHEKLASLIDESCRIBED
i 1.3s NE OF
gg•a SITUATE
o
W
SOUTHOLD
+f + 4�15,4a.~
S 7 t 1 DOCK TOWN OF SOUTHOLD SUFFOLK COUNTY NY
' FlXFA Date U na uthorhIcd•alter,ttioo or addipoh4g.this survey is a violation
69 i ofSecjlYIP7 ,1ub-d-rn.�s 2 rnvWrk,State Education Law.
'- wt efr (�,R JULY 16,2024 ; a • •,t„�v
Scale
1" = 20' .�
Sheet N �V°1-1,41�Jj
rr ^
+ �4Ak S.t
it Project No. copies of this s6ilv.y,map-nbt bearing the land surveyor's
VIEW: 24D1^2 embossed seal and signature shall not be considered to be a
true and valid copy
\I
■
4566
3N1R? a(Ati�O1H, Z-
O LIMITS OF TIDAL WETLANDS AS
O--DELINEATED BY TWIN FORKS.
PERMITS ON 6/28/2024
uj
_4-
FLOOD ZONE Is�i
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(n �-
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SITE DATA
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0\
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156.4' I FF EL 15.8'
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1 \ I t1 APPROVED BY
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PROPOSED SITE PLAN DAtE NOJ< 13?D &, ,n
scALE:r=low• 3 „F � `"" u
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for months and it has changed our lives.Realty.
apy and just plain joy has been more than l ever
e one of the hest purchases we have ever made,"
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It's easy to.sit back and relax in the LSX 700.One of our perennial
best-sellers,it features a deep StressRelief Neck and Shoulder
Seat'and a contoured lounge seat.With 62 soothing and
powerful jets,every seat in this beautiful hot tub is a winner.
Dimensions: 84"x 84"x.38"(214 cm x 214 cm x 97 cm)
Weight(Dry/Full): 1,095 ibs(497 kg) /4,565 lbs(2,071 kg)
Gallons: 305(1,155 L)
Power Requirements: 240 V/50 Arnp
Seating Capacity: 5
Stainless Steel Jets: 62(2 Master BlastersO)
Pumps: _..,�._._. 3 ...__... ...._.._.._....._......__
_...._._....s: ....... _.. ._W__ ........ w .. . ....__..__._.... ...w- .._. _ .. �_ __...
Water Features: 3
Filtration: ECOPLI,`°'Charge
LED lighting: Orion Light System'
Exclusive Features: StressRelief Neck and Shoulder Seat-
Master Farce"bio-Magnetic Therapy System
Vac-Formed ABS Pan Bottorn
Secondary Rernore
Prerniurn Options: Fusion Air Sound System
Biuetooth Speaker
Drearn Lighting
Mast3rPur"Water Management System
Quiefflo Water Caro Systern'
1 ktino Niirnh(,r l)3tn
I
12" 12"
C MIN. MIN.
REQ. REQ. SIDE BURNER
DOUBLE
LYNX LSB22LP
LI ER 36"BUILT-IN GRILL INER
LYNX IJ36 LYNX L36R3LP LYNX LIJS82
8"SINK
24"
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__ RIOR DESIGN
1 Jakob Residence{
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! Date: 4.28.25 1
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REVISIONS:
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DRAWN: MH/MS
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JOB#:
6/25/2025
SHEET NUMBER:
A-6
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REVISIONS:
SITE DATA
a PROPERTY: 24,353.13 SF .0.56 ac
18'-0"MAX. C.to C. PROPERTY WETLANDS: 1.997.22 SF -
BUILDABLE PROPERTY: 21,773.0 SF 0.51 ac
ESTIMATED AREA OF 3500 SF
LL 5c
¢ GROUND DISTURBANCE:
GRADE
LL
� VLu
6"MIN
EXISTING: AREA: LOT COVERAGE:
HOUSE: 2,415.7 SF
O
COVERED FRONT PORCH: 105.8 SF
COVERED REAR PORCH: 185.1 SF
PERSPECTIVE VIEW SCREENED-IN PORCH: 83.7 SF
UPPER DECK: 192.1 SF
LOWER DECK: 62.5 SF
36" MINIMUM 2 x 2 EAST DECK: 46.2 SF
FENCE POST TOTAL: 3,044.9 13.6
WOVEN WIRE FENCE Ji DEMOLISH:
(6 x 6 - 10/10 WWF)
Z LOWER DECK: 62.5 SF -0.28
FILTER CLOTH
p DESCRIPTION: AREA LOT COVERAGE:
(� N
to AOPf HOT TUB: 64.0 SF
ll/1
EXPANDED DECK 660.5 SF
G TOTAL: '724.5 SF 3.25%
O fV0 EMBED FILTER CLOTH �oF
„Q Z MIN. 6 INTO GROUNID Z ��
H.... 00 4" COMBINED TOTAL: 3,706.9 SF 16.6%
N O
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NOTE:MAXIMUM DRAINAGE AREA METES AND BOUNDS: SURVEYOR: PIMMACLE LAND SURVEYORS ~
.--1 FLOOD ZONE:X&AE AE 6
< m 1/2 ACRE / 100 LINEAR FEET O NYS DEC REF No.: 1-4738-033717/00001
to
0 %.n SECTION DETAIL SCTM: 1000-78-02-37 ►�
DATE SURVEYED: JULY 16,2024
W- .Q ELEVATPONS REFRENCE: NAVD 1988
0 w SILT FENCE DETAILS Q
�^ Z W ESTIMATED EXCAVATION: 10 CY
W n- ESTIMATED FILL: 3 CY
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"PH VED AS 110TED
• 1DA B.P.#�
�,0 DE OZO N � � lZ 0SZ � BY
/ NOTIFY BUILDING DEPARTMENT AT
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i ---04- FOLLOWING INSPECTIONS:
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— FOR POURED CONCRETE
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Ir____ __________ _r ____ ___________
EXISTINCQj 2X10 PT GIRDER _-_-__- ---L{ -- ; , ._-.' EXISTING'(3)3XIO PT GIRDER �♦_ ,'
INSTALL 6X6 ACQ()N 16"X16"X36" -r OF INSTALL 6X6 ACQ ON 16"X16"X36" j
BELOW GRADE,B EEN EXISTING (3)2X10 ACQ GIRDER -
BELOW GRADE,BETWEEN EXISTING
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V ( I —8'X8' .`Oc t � SELECTED BY OWNERS(VIIF) GENERAL CONTRACTOR TO REVIEW
i CY O' IF DECK SUPPORT FOR ACCESS TO HOT TUB FOR REPAIRS p ( M +�
V HOT TUB — V
I o LOCATION V < HOT TUB IS TO BECOME AND MAINTENANCE AFTER OWNER j Cap co M o
j A LARGER,GC TO CONTACT HAS SELECTED MANUFACTURER AND -_
— o� N I ( a N ARCHITECT PRIOR TO MODEL.NOTIFY ARCHITECT FOR ��,
2X6ACQ� V I x p m
a x CONSTRUCTION. STRUCTURAL CHANGES AS NEEDED lV � ® !n
i x f DECKING c t coo T� " W u
' J .... I I v N I °' L o16XI6 CONIC.PIER -3
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(3)2X10 ACQ GIRDER /(4)#55 VERTICAL
-Ai
REBAR, EPDXY COATED I tt u
w/STIRRUPS @ 6"OC
(2)2X8 ACQ FLUSH ' (TYPICAL) Lo U M
I 6X6 ACQ ON 16"X16"X36" I I 9,.0„ I I �t 6X6 ACQ ON 16"X16"X36' cn
BELOW GRADE(TYPICAL) ll!! BELOW GRADE(TYPICAL) I cw 9 v
(3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER (3)2X1b ACQ GIRDER _ (3)2X10 ACQ'GIRDE-_- --__ (3)2X1(0 ACQ GIRDER - --- (3)2X10 ACQ GIRDER -_ - __- (3)2X10 ACQ GIRDER/-- ,0 W
•_I U . II II it II
' 6'-6" �°i 6'-6" 7'-2" 7-2" 8'-6" 8'-7t'
OII II II II II I! II Q 0IIi'
l e 111 0010
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Ln '�; �� ;� � pIp a 16"WIDE X 12"DEEP
CONCRETE FOOTING V
(3)2X10 ACQ GIRDER — (3)2X10 ACQ GIRDER - 4'o
___ ____ _ ___ " AT BOTTOM OF STAIR
D -------- --------------- ] C III O
I O Q. Ii II 11 II I; _ 11 I`I iI I: O Q. (TYPICAL)
6X6 ACQ ON 16"X16"X
13'-011 BELOW GRADE(TYPICAL) 15'-4" 251-811
54'-0" N
10
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PROPOSED FOUINDATION AAN
SCALE: 1/4" = 1'-0" �" !
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m DRAWN: MH/MS
SCALE:
JOB#:
12/2/2024
SHEET NUMBER:
A-5
REVISIONS:
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12'-113/a" 15'-4" 25'-8" 01
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53'-113/a" PROPOSED ADDITION
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PROPOSED 1ST FLOOR PLAN
SCALE: 1/4" = 1'-0"
(� * �• �;,�; .,�'�"''� � DRAWN: MH 1 MS
SCALE:
c R� + JOB#:
O F N 12/2/2024
` + SHEET NUMBER:
A-6
REVISIONS:
EXISTING
EXISTIN
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f
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3'h RAILING TO MATCH EXISTING f--(
5/4 COMPOSITE DECKING u
TO MATCH EXISTING Z
2X8 ACQ @16"000 HOT TUB ° EXISTING EXISTIN
(3)2X10 ACQ EXISTING ^
GIRDER 2X6 AC DECKING IF—I
(2)2X8 ACQ •
FLUSH BEAM 2X10 ACQ @16"OC `t
(2)2x10 ACQ 6
.1
MATCH EXISTING 6X6 ACQ POSTS
DECK SKIRT(VIF) (3)2X10 ACQ (3)2X10 ACQ '�
GIRDER GIRDER �� (SEE FOUNDATION PLAN
FOR ADDITIONAL POSTS)
Q�v p ••t EXISTING
GRADE
Et
` �•aq•• �yq•• �q• 16X16CONC.PIER
••'.�� •"'.�Q •'.� REINFORCED w/rn
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~?Q ~?Q ?Q (4)#5 VERTICLE + A.
'a` A 'o• ° 'v REBAR(TYP)
16"X16"CONC.PIER
EPLACE EXISTING HANGERS,STRAPPING,HANGERS,etc
WITH STAINLESS STEEL AT EXISTING DECK AND
PROPOSED ADDITION.
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TO MATCH EXISTING
DBL 2X8 ACQ @16"OC EXISTING o�
(3)2X10 REMOVE EXISTING RIM BOARD N
ACQ SPLICE NEW DECK JOISTS TO GIRDER INSTALL 2X8 ACQ BLOCKING
GIRDER BETWEEN JOISTS(TYP) �t
6•
6X6 ACQ
POST (SEE FOUNDATION PLAN
FOR ADDITIONAL POSTS)
GRADE o EXISTING
16"X12"STAIR FOOTING. a O
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16"X16" . . . . . . SC
CONC.PIER w + C��
CROSS SECTION B ! +• �,�` DRAWN: MH/MS
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SCALE:
JOB#:
QEr'tA 12/2/2024
t. SHEET NUMBER:
A- 7
REVISIONS:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
4"MAX.
GIRDER 4"DIA.MAXIMUM
DECKING DECKING
EXTERIOR
WALL DECK JOIST DECK JOIST
1/2"DIAMETER LAG SCREWS, CONTINUOUS FLASHING,EXTENDED
THROUGH-BOLTS WITH WASHERS OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2) 1/2"GALV. OR S.S.
PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH rn
AND JOIST FLUSH ON TOP JOIST WASHERS AND NUTSA.
GIRDER
RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS
2 1 INTRUSION LEDGER AND ANCHOR
DECKING 1/2"DIA.EXPANSION BOLTS, p a a JOIST FLUSH ON TOP
EPDXY OR ADHESIVE(PER °b a ,a • CONCRETE POST
JOIST
FLOOR MIN. MANUFACTURE INSTRUCTIONS)" S e PIER
5"MAX. DECK JOISTS w/WASHERS AND NUTS J4 DECK/PORCH RAILING
1-5/8"MIN. � ° '0°�ei a
"MIN. l> °•< e` DECKING
p e a,e ,o A ° a, DECKING DECKING•� JOIST HANGER "• �•p °
v . b s DECK JOISTS
eb •se.4 2X ACQ LEDGER BOARD FOUNDATION WALL
a f; °n.d; NOTE: d ?v a
abo s BLOCK FOUNDATION b e a.' ' DECK JOIST DECK JOIST
FOUNDATION.p °•, c" TO BE FILLED WITH a cap, JOIST HANGER
WALL ° GROUT AT ANCHOR b c e 2X ACQ LEDGER BOARD SIMPSON DTT2Z HOLD-DOWN
•° LOCATIONS •�" RIM BOARD(MIN.2X8)
GIRDER GIRDER z
DECKING
LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL 2"MIN. Z
5"MAX. • °° DECK JOIST O
2"MIN.
THROUGH-BOLTS o ri
THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST F-•�
SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED
HEAD AND NUT. SIMPSON CC-Ij SIMPSON CBS WASHERS AND NUTS NAILS TOP AND BOTTOM
EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR
12"OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE
IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION PIER POST-TO-DECK CONNECTION
I I AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND
2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL
0 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS v
17
5"MAX. Oo 7-1/2"MIN.FOR 2X12 LAG SCREWS
Oo Oo w
3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES h-�•1
I-J 2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX.
OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1.1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND
RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE
LEDGERLOK SCREWS PIER
LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM
BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM
LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4"
FROM TOP AND BOTTOM EDGES.
24"X24"X12"CONC. FTG. HANDRAIL NOTES:
T BELOW GRADE All required handrails shall be of one of the following types
(ALT.- BIGFOOT FOOTING) or provided equivalent graspability. z
1).Type I.Handrails with circular cross section shall have an
outside diameter of at least 1-1/4 inches and not greater
36"MIN. than 2 inches.If the handrail is not circular it shall have a
perimeter dimension of at least 4 inches and not greater
than 6-1/4 inches with a maximum cross section of
FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO 1-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches.
6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-EBOLTS WITH WASHERS W
JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type 11.Handrails with a perimeter greater than 6-1/4
inches shall provide graspable finger recess area on both A
sides of the profile.The finger recess shall begin with a Q
i a •• 7GIRDE
distance of 3/4 inch measured vertically from the tallest STAIR RAILING O 0
SOLID SAWN o e °° DECK I i I JOISTS ° • o •, DECK portion of the profile and achieve a depth of at least 5/16
FLOOR JOISTS °° JOIST i ° °• JOIST inch within 7/8 inch below the widest portion of the1 iprofile.The required depth shall continue for at least 3/8 1-1/2"SPACEinch to a level that is not less than 1-3/4 inches below the THREADED ROD MAYBE 1HREADED ROD MAY BE MINIMUM1:12 SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of the C)
MINIMUM 2X6X36° handrail above the recess shall be 1-1/4 inches to a AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE QGIRDER WEB WITH(16)10d NAILS maximum of 2-3/4 inches. Edges shall have a minimum HANDRAILS C
JOIST HANGER AND CLINCH JOIST HANGER radius of 0.01 inches. N O
10d THREADED NAIL OR#10 WOOD SCREWS, BALUSTERS
AN 3"
LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"oc EQUALSTAGGERED
GREATEREDIN 2 ROWS LONG,
STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL
HANDRAIL CONNECTION o
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH N G c
IF BEAM IS CONSTRUCTED WITH 3 MEMBERS OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS
(2)THREADED NAILS OR SCREWS AT EACH END OR
6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END:SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 0
INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL W co o
ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, PROVIDE AN EQUIVALENT GRIPPING SURFACE C) ��-+ `
10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS BEAM ASSEMBLY DETAIL w
v
OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN v � +°�•
P4 .
17=11=11 11 11 0
°° ° • ° DECK 7GIRDER
STAIR TREAD �' v
JOIST U
RIM BOARDLTHREADED ROD MAY BE NSLOPED UP TO 1:12 STRINGER 4W
MINIMUM 1.1/2"THICK FLOOR JOISTS AWAY FROM THE HOUSE
BLOCKING.BLOCKS MUST (SOLID OR WOOD-I)
FILL BAY AND FIT SNUGLY JOIST HANGER
JOIST
W
GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION ° U
O
C/9
LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) �
SPLICED JOISTS OVER HEADER/GIRDER H
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST
GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS NAIL NAIL U
JOINT DESCRIPTION NOTES
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING STRINGER
JOIST TO: PER TOE @16"OC ski
-
MODERATE SLIGHT TO 11 NONE SILL,TOP PLATE OR GIRDER 4 8d COMMONJOIST NAIL �-+
20 PSF 130 B SEVERE 3 FT. - _ (2)THRU- �!
TO HEAVY MODERATE BRIDGING 2.8d COMMO EACH TOE BOLTS I �r
TO JOIST END NAIL
BLOCKING EACH TOE PB44 POST a I
L JOIST 2-8d COMMON END NAIL WOOD JOIST ANCHOR 8"dia.
D• o PIER 16"TREAD {;,
1). ALL FRAMING, CONSTRUCTION, COMPLIANCE TO BE PER 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3-16d COMMO EACH TOE
SIL L OR TOP PLATE BLOCK NAIL i �• � *N,(1`�
LEDGER STRIP EACH FACE GIRDER/HEADER GRADE ° ' a CONC.SLAB
2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. TO BEAM 3-16d COMMON JOIST NAIL a (AS REQ. ' �' I. C+ ;
) p ° a ,
WOOD JOIST 4 . T''
JOIST ON LEDGER PER TOE
3). ALL FASTENERS, HANGERS, AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3 8d COMMON JOIST NAIL
DECK PIER ' • DRAWN: MH/MS
BAND JOIST PER END , „ CONC. PER PLAN
4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST 3 16d COMMO JOIST NAIL 3-� PIER ' JOB#E:
BAND JOIST TO: PER FLUSH JOISTS WITH HEADER/GIRDER age o', 9': �;.
2-16d COMMO TOE NAIL °• 9 ° 9 � ti¢* 12/2/2024
SILL OR TOP PLATE FOOT ¢fs' �,�
5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH o°, °, a .},...-
THE PROPER STEEL CONNECTOR. ° a °ro a �+�`:� SHEET NUMBER:
6). FLASH ALONG HOUSE WALL, OVER LEDGER WITH MIN. 10" FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS
TO ALLOW FOR SHRINKAGE. A- 8