HomeMy WebLinkAbout47122-Z �o�oSUFF°�'�cpGyL Town of Southold 2/18/2024
0
P.O.Box 1179
o _ l 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44994 Date: 2/18/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 350 Brook Ln., Southold
SCTM#: 473889 Sec/Block/Lot: 79.-5-16.6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/25/2019 pursuant to which Building Permit No. 47122 dated 11/18/2021
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:
alterations and additions, including covered porch with outdoor fireplace and raised patio with outdoor barbecue area,
to existing single family dwelling as applied for.
The certificate is issued to Mazzella, Stephan&Demmler,Joanna
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47122 1/18/2024
PLUMBERS CERTIFICATION DATED
A u4 o ized Oature
ao�suF n TOWN OF SOUTHOLD
ay BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
1 SOUTHOLD, NY
y�ol # �a ;4
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#: 47122 Date: 11/18/2021
Permission is hereby granted to:
Mazzella, Stephan
360 Brook Ln
Southold, NY 11971
To: Construct additions and alterations to existing single-family dwelling as applied for.
Replaces BP# 43523
At premises located at:
350 Brook Ln., Southold
SCTM #473889
Sec/Block/Lot# 79.-5-16.6
Pursuant to application dated 11/18/2021 and approved by the Building Inspector.
To expire on 5/19/2023.
Fees:
PERMIT RENEWAL $381.60
Total: $3 81.60
Building Inspector
o�safFot�co TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
�Ql �a0
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#: 43523 Date: 3/5/2019
Permission is hereby granted to:
Mazzella, Stephan
90.Shore Ln
Peconic, NY 11958
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
350 Brook Ln., Southold
SCTM # 473889
Sec/Block/Lot# 79.-5-16.6
Pursuant to application dated 2/25/2019 and approved by the Building Inspector.
To expire on 9/2/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $713.20
CO -ADDITION TO DWELLING $50.00
Total: $763.20
all
BuiIdi or
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. 2 12 S
New Construction: Old or Pre-existing Building: (check one)
Location of Property: O S' o 01< L o,rN e- S o
House No. Street Hamlet
Owner or Owners of Property: S 2 c� L:!2sC_'7_2 1)R
Suffolk County Tax Map No 1000, Section —7 S Block Lot 0 Do
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
t`
Fee Submitted: $
Applican ignat e
�o��pF SOUj��l
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Southold,NY 11971-0959 oly� � �o sear.devlin(a)town.southold.ny.us
oto,
BUILDING DEPARTMENT_
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Stephan Mazzella
Address: 350 Brook Ln city:Southold st: NY zip: 11971
Building Permit#: 47122 Section: 79 Block: 5 Lot: 16.6
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Wilcenski Electric License No: 4723ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Surrey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 2 4'LED Exit Fixtures' Sump Pump
Other Equipment:
Notes: Porch
Inspector Signature: Date: January 18, 2024
S. Devlin-Cert Electrical Compliance Form
*%f 50U1�°6
* # TOWN OF SOUTHOLD BUILDING DEPT.
°��rouNn� 765-1802
�aa INSPECTION
[ j ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]' FOUNDATION 2ND [ ] NSUL-ATION/CAULKING
[ ] FRAMING/STRAPPING [ FINAL Pam
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION'
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:_0 1=601% ��0(04 49 ca,�. _
Ac.
-x(/*V
DATE s I ZZ INSPECTOR
hO��OF SOUTy�� H l l Z 2-
# TOWN OF SOUTHOLD BUILDING DEPT.
OOUMv 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] 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
REMARKS:
1�t sr,-t-&i dk
DATE INSPECTOR
JAMES J. DEERKOSKI P.E. -
260Deer Drive
Mattituck,NY 11952
(631) 774 7355 MAY 2 3 2022
EPT
Date: April 21, 2022 BUILDING TOWN OF SOUTHUTHOLD
To: Town of Southold Building Dept.
Re: Stephan Mazzella
350 Brook Lane
Southold NY 11971
To Whom It May Concern:
This letter certifies that Foundation footing inspection was performed on the above
mentioned Dwelling and rebar all work was installed as per plan and as Per New York
State Building Code. Any questions feel free to call.
nce ly,
�pF NEtyY
DES 5 Jame J eerkoski P.E.
Ui
m '. : ter' z
2 C�
NF4 �°• 072
AROFESSIO P�,
o
JAMES J. DEERKOSKI P.E.
260Deer Drive
Mattituck,NY 11952NY
(631) 774 7355 BUILDING DEPT.
TOWN OFSOUTHOLD
Date: April 21,2022
To: Town of Southold Budding Dept.
Re: Stephan Mazzella
350 Brook Lane
Southold NY 11971
To Whom It May Concern:
This letter certifies that Foundation footing inspection was performed on the above
mentioned Dwelling and rebar all work was installed as per plan and as Per New York
State Building Code. Any questions feel free to call.
F N E W Y S cer y,
CDEEROR,�
* -r w Jam J eerkoski P.E.
ZJ'FO Ro. 7 �Ptc,2
OFESS�
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• 5
Sent from •
Mirabelli, Melissa
From: Stephan Mazzella <chefmazz@gmail.com>
Sent: Thursday, May 26, 2022 3:35 PM
To: Mirabelli, Melissa
Subject: Mazzella porch
Hi here are the pictures that John J Jarski requested.This is 350 Brook Lane Southold NY11971.#47122. Please respond and let me
know that they have been received.Thank you Stephan Mazzella
ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or
unexpected emails.
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FOUNDATION (1ST)
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INSULATION PER N.Y. y
STATE ENERGY CODE
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BUILDING DEPARTMENT Do you have or need the following,before applying?
TO"HALL Board of Health
SbUTHOLD,NY 11971 4 sets of Building Plans
T : (631)765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO. Y35^93 Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 �(� Single&Separate
Q ` ! Truss Identification Form
D
FEB. 2 5 2019 Storm-Water Assessment Form
Contact:
Approved 20LL 'B .DLiG 1) C- Mail to: M%c\r,re Ch AQS sr,
Disapproved a/c TOWN OF SO aLD 5Qu'V,,ceS (.-
Phone: (031-9 (o5—\R 4-77
Expiration 20
B '1 g In ector
APPLICATION FOR BUILDING PERMIT
Date Z 25 , 20LCL
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,hous' g'code,and regula 'ons, and t ,admit
authorized inspectors on premises and in building for necessary inspections.
Y (Signature f applicant or name,if a corporation
-14 � 7��
(M fling ad ress of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises
(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 w rk will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section 7 Block `� Lot
Subdivision Filed Map No. Lot ", O O
State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Q�t Sk) ,(z 1 ) n
b. Intended use and occupanc�c n I.D C�,On
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
fi
(Description)
4. Estimated Cost_ ZS , yto p Fee
(To be paid'on filing this application)
5. 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.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOV
13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO__X_
350 71 r'Ook L_G n e 631
14. Names of Owner of premises S�V k r\ M�2e))A?ldress So j fit„o \ � Phone No. S34 3- 8-74 3
Name of Architect J I M wee s 1C-0 S i �' Address o fi& o
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ')C
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY REQUIRED.
b. Is this property within 300 feet of a tidal wetland? *YES NO
* IF YES,D.E.G. PERMITS MAY BE REQUIRED.
6. 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 x
* IF YES,PROVIDE A COPY.
STATE OF NEW YOIZK)
SS:
COUNTY OFS jL) i
being.duly sworn,.deposes and says that(s)he is the applicant
(Name of individual signing contract)'above named,
(S)He is the
(Contract ,Agent, orporate 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�before me this
—day of WU 20_
TRACEY L. DWYER
UJIAOAARY PUBLIC,STATE OF NEW YO
Notary Public W6306900 Sig e of Applicant
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30.269,9
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���Fat 4, BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
tr Town Hail Annex-54375 Main Road - PO Box 1179
,! Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX(631) 765-9502
rogerr so o dtownnv.aiov - seandCci7southoidtownnyjoov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali Intforrro n Required) Date:
Company Name:."- t ti,l 1 �..G„ s�G .�w �►,s. �..
Electrician's Name:
License No.: fA r Elec. email: lCrdasl4'�-���+-r.�� . o . c� •
Elec. Phone No: 6 31-a3 C._- 4 Z9k L I request an email copy of Certificate of Compliance
E(ec. Address.: LL) ti 1-71
JOB SITE INFORMATION (AII Information Required)
Name: +� �fi-- ti, M�ZZ r- I c.�
Address: J.SO kc— S ✓ Sy� a ` lit
Cross Street: ��=-
Phone No.: (, 31 - W y F - F•7 3
Bldg.Permit M y 1 I email:
Tax Map District: 1000 Section: Block: Lot.
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
L-,-M t Fsw q o.J-� lam,
Square Foota e:
Circle All That Apply:
Is job ready for inspection?: ® YES[]NO Rough In El Final
Do you need a Temp Certificate?: 11 YES(,D NO Issued On
FTemprmation: (All information required)
vice Size❑1 Ph❑3 Ph Size: A #Meters Old Meter#rvice[]Fire Reconnect[]Flood Reconnect Dervice Reconnect anderaground[]Overhead
Unde round Laterals n 1 H Frame F1 Pole Work done on Service?I El Y MN
Additional Information:
PAYMENT DUE WITH APPLICATION
Ire-C0
-R,P4�- 4- 1Z2
I
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BUILDING DEPARTMENT-Electrical Inspector
TOWN OFSOUTHOLD
y Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
� t Telephone (631) 765-1802 - FAX(631) 765-9502
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APPLICATION FOR EL_ECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date: - 9`. y
Company Name: Del- e-,-i./i24
Electrician's Name:
License No.: 23 - Elec. email: o . C.
Elec. Phone No: 6 31-a3 6 Z,jk❑I request an email copy'of Certificate of Compliance
Elec. Address.: _ I I So,,-ri-s L3 l R I
JOB SITE INFORMATION (All Information Required)
Name: Sf tc 1, , , jNl 2,2 1 t �-
Address: 's S0 tc
Cross Street:
Phone No.: (, 31 - S y P - F-7 3
Bldg.Permit#: � -1 1.1� email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
S uare FOota e:
Circle All That Apply:
Is job ready for inspection?: ® YES❑NO []Rough In pC Final
Do you need a Temp Certificate?: YESP NO issued On
7Temprmation: (AII Information required)
vice Size❑1 Ph❑3 Ph Size: _______A #Meters Old Meter#
New ServiceOFire ReconnectMFlood Reconnect OService Reconnect[]Underground QOverhead
Underground Laterals 1 H Frame Pole Work done on Service? Y MN
Additional Information:
PAYMENT DUE WITH APPLICATION
re. C# 0 to 3, q
�P 4- 1 ZZ
PERMIT N Address:
Switches
Outlets
G FI's
Surface
Sconces
I r
HH's (�I
UC Lts
Fans 1 Fridge HW
Exhaust Oven WAD
smokes DW Mini
=arbon Micro Generator
-ombo Cooktop Transfer
aC AH Hood Service
Amps Have Usec
-pedal
.omments
Scott A. Russell ,� nSUFFQ r ST 0>>KMWA\'7C']EIK
SUPERVISOR
SOUTHOLD TOWN HALL-P.O.Box 1179 V'
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
�l
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS (PROJECT INVOLVE ANY OF THE (FOLLOWING:
Yes No (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.
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ 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.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
PPL1CANr: (Pro ner,Design Professional, gent,Con or, her) S.C.T.M. #\ 100� Date
, i District
9 Section Block Lot
****FOR BUILDING DEPARTMENT USE ONLY
Contact�1.fo.atio����
ff&pho-N..bv)
Reviewed By'
Da e: T�S_-�
Property Address/Location of Construction Work: — — — — — — — — — — — — — — —
5 u Approved for processing Building Permit.
C o3\� L,�f\ Stormwater Management Control Plan Not Required.
Stormwater Management Control.Plan is Required.
(Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014
M.3
4 N
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7'-0" 6'-0" 7'-0"
bo
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SITE DATA 1000-19-0 -16,000ro r66
LOCATION AREA LOT COY, EXCAVATION FILL
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PROPERTY 5010.E SF 0.S33 acres
+tip DISTURBANCE 3000 SF
HOUSE 5010.6 SF 123% - -
■ �'•" � '.L g r ; FRONT PORCH 498,4 SF L2 io - -
:" . ' ■° ", `� ': - - REAR PORCH 3115 SF 018 is
REAR PATIO 533.0 SF 1,4 Oro 50 CU. YD. 20 CU, YD,
r t �� ■r CzARAGE 128.0 SF 1,8 %
r<� .. ■rw4 .'rat® 'J:c. — —
POOL 800 SF 2.0 %
•� t -.r �;� DRYWELL 5 CU, YD. 2 CU, YD,
■r, �,,3 it jar■'
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0 I :.
-�
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-° Z
MEETS AND BOUNDS BY: JOHN MINTO, LAND SURVEYOR
�— SURVEYED: MARCH 27, 2011 O
,,�..� ., ., rQ' � '�m•-�. :� � fir!
r.• !� ��•-■i r^' ,�e' er • ,_ !10� "a
{Cg. -� -�• a . APPROVED AS NOTED a
.' �; -, r ��, ■.�,..-. !�i: �- DATE: -�
.� , B.P.# 3
FEE: 3; b
BY:
NOTIFY BUILDING DEPARTM TAT
. ^,■ a .P"Pc•r r+ r■ rep. p»a r• _ r- gar r w* ry a, 6" .0 r
..� _ _„ r� 765-1802 8 AM TO 4 PM FOR THE w
-� F. -�" - •^ —*=■ --�` FOLLOWING INSPECT;ONS:
. R■ �? S` r '-` �^, 1. FOUNDATION - TWO REQUIRED
IF
f�". _,�■'•• •�•�.,-.•"' ti: rt W �� •E L ����- .'. ! .r FOR POURED CONCRETE a
■-�, •. m, .Ea �. , fj� �t• ... ""° 2. ROUGH - FRAMING & PLUMBING
r. �L ,..••°�"' ■ ■ ; ,; x�. ■ . ,_ i:. • . `". E .� `1 3. INSULATION
—.irk �r�. , •. r,
�. � � FINAL - CONSTRi'^_„�,� M
a�. nka k. .. pV ��a� '"^ ' ^j• COtv1PLE 0. UST O ..
, �,�.",�,, r� Q .... �.'� .r := r` F� ,.• �� ^ `tip ALL CONSTRUCTION SHAD. MEET THE N O A
' >� ,. , ,,,�`.• r r .... raw' ., °; REQUIREMENTS OF THE CODE NEW N t�
OUIREM S OF O
fl .'•`F• " 4 '" I, si YORK STATE. NOT RESF0NS 0
tl.,,�"i'a y ■ x■ i. i.`'F¢■ r�''lir`i+ r � �R.r a � +ew.m � k � �c�, '•;a ( '
� ,",� : ,r ........ r 1 DESIGN OR ERRORS. �j
.,.,..,.. F-'-■ ,. r • ..F+ ,•.... .• ' I -rE I � �. �, CONSTRUCTION
F.r � � Ln
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= r„ ,« ,� a NEW YORK STATE & TOWN CODES r , 1
SOIL GC,,:c& e -� rJ r uj
t I 1 ti i •�g,.q- '' " 1 AS REQUIRED AND CONDITIONS
LOCATION C'�OP UT = ¢�,.*"'� � r` •:, r "' • ■ :r. .; NS OF
:'g„� v 'Lt �` - � � � •,. Fir, �+p�_��/� �/ 1
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_ �-:: ��•� �'.�p., :w �i � e- § �,,- rr BOARD
r 1 O�1 PORCH/PATIO AREA:883.5 SQ. FT.\ '„ I^ F r' .+ �" ■ ■ _* F t" 1
f s 100%RUNOFF/2"HR.: 147.5 CU. FT. I A �`i Fw '" ..{� �1'.'`■ �•'•'�r !t °_.■ �.- ��r "r .�f 3 g w. `�v�i} `5�61S�EES
PROVIDE:8'dia.,4'deep DRYWELL i` �■K.. , ,,, . ■•
DRYWELL CAPACITY: 169 CU. FT. C O ■ •
\ W
AO��Os f � �`..'� Ta'r••M r*`
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,w .,,, } •R OCCUPANCY OR
' CONCRETE (\ I O "tr.■ `g.'•; .« ,�, ,� a "'.,
. WASHOUT
. 5■ lEpti !- 1 c USE IS UNLAWFUL
r9.' •��_ \ w ,a rrl'� rrr"R.i 1� ' r^ [ :•, P T
r WITHOUT CERTIFICA
OF°� '= q ;S• .� OCCUPANCY PLUMBER 'ERTIFICA T10ig'
QOO
( ON LEAD CC VTENT BEFOR�
r� r' •;err• �.�• �11,��� Ile— CERTIFICAT OFOCCUPA��.
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RETAIN STORM WATER RUNOFF SOLDER U ,ED IN WA TER
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PURSUANT TO CHAPTER 236 SUPPLYS 3TEM CANNC 1
�■ tr:� OF THE TOWN CODE. EXCEED 2110 OF 1% LEAD.
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All exterior lighting
:'";., ■;� °` Installed,replaced or P I 1 / I C� �1
A�
• L-PLUh/ ii,%G WAS-F
repaired shall conform ;WATER .INES NEED
T
1•=' :;, . ' to Chapter 172 nTING,B )PF
T!F �. ^ Ie f the Town Code
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
CODE: 2015 IRC, 2016 NYS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT
GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD
4"MAX. SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS
KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
MODERATE SLIGHT TO -
20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE
4"DIA.MAXIMUM
RAFTER
CRIPPLE STUD DECK AND COVERED PORCH NOTES:
LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.
RIDGE HEADER All fasteners, hangers and anchors to be galvinized or stainless steel.
2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts
Girders on concrete piers shall be anchored with proper steel connectors anchored
Z RAFTER JACK STUDS into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
ZD
3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete
footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall
be 3 ft. below grade.
RAFTER-TO-LEDGER CONNECTION
LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION 4). Deck joists to have blocking at 8'0 o.c..
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing
LOCATION USP NUMBER DESCRIPTION I APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers
STAIR RAILING "
and nuts at 16 o.c.
ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD
6). Concrete piers shall be a minimum 6"above grade.
1-1/2"SPACE
MINIMUM 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored
to girder(s).
HANDRAILS RAFTER
8).Covered Roofs shall be assembled and anchored the same manner as a typical building.
9).Use Simpson hangers and anchors with 2-MAX tripple protective coating or equal
RAFTER
for any contact with ACQ.
POST TOP PLATE HANDRAIL NOTES:
TOP PLATE All required handrails shall be of one of the following types
BALUSTERS or provided equivalent graspability.
RIM/DECK JOIST ° 1).Type 1. Handrails with circular cross section shall have an V
WALL STUD WALL STUD
outside diameter of at least 1-1/4 inches and not greater
OPEN BALUSTER ATTACHED TO WALL ° than 2 inches. if the handrail is not circular it shall have a
perimeter dimension of at least 4 inches and not greater
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. ^�
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH Q
RAFTER/PLAT RT15 TYDOWN ANCHOR 2).Type II. Handrails with a perimeter greater than 6-1/4
SHALL NOT BE LESS-THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR
CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION inches shall provide graspable finger recess area on both
EACH RAFTER CONNECT OVER USE MIN. 2 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS Q
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) sides of the profile.The finger recess shall begin with a
PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallestEACH RAFTER portion of the profile and achieve a depth of at least 5/16
inch within 7/8 inch below the widest portion of the
profile.The required depth shall continue for at least 3/8 w
inch to a level that is not less than 1-3/4 inches below the
4"MAX. tallest portion of the profile.The minimum width of the
handrail above the recess shall be 1-1/4 inches to a
4"DIA. MAXIMUM maximum of 2-3/4 inches. Edges shall have a minimum
GIRDER/HEADER radius of 0.01 inches. F..,.1
v hLl
GIRDER/HEADER ^ O
^
N o A
JOIST POST/COLUMN ° o° °° NAILING SCHEDULE A a
° ROOF SHEATHING: C) N
POST/COLUMN NAIL NAIL o
JOINT DESCRIPTION Qom, SPACING NOTES O
STRUCTURAL PANEL 8d JAS PER TABLE 3.8 L.n FE.—I—I
GIRDER/HEADER WFCM-SBC M
POST-TO-GIRDER/HEADER CONNECTION
ROOF FRAMING: o
LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAIL NAIL NOTES
r.+...�
4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN QTY. SPACING
v l
SPLICED JOISTS OVER HEADER/GIRDER RAFTER TO 8'WALL: 3-8d COMMON EACH
DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL
LOCATION DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION USP NUMBER
HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN CEILING JOIST 8'WALL: 3-8d COMMON EACH
JOIST TO GIRDER/HEADER1 RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL 0
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
PARALLEL RAFTER WFCM-SBC LAP NAIL
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
OVER PARTITION WFCM-SBC LAP NAIL O
o
STU COLLAR TIE AS PER TABLE 3.4 EACH FACE
BEARING PLATE TO RAFTER WFCM-SBC END NAIL
GIRDER BLOCKING 2-8d COMMON EACH TOE
TO RAFTER END NAIL
o " RIM A TO BOARD FTER 2-16d COMMON EACH END END
NAIL
° WOOD JOIST
WALL FRAMING:
LEDGER I CONCRETE PIER •"'�"" JOINT DESCRIPTION NAIL NAIL NOTES
° GIRDER/HEADER II QTY. SPACING
WOOD JOIST WOOD JOIST TOP PLATE TO" ">�"" TOP PLATE 2-16d COMMO PER FOOT FACE NAIL
TOP PLATES AT 4-16clCOMMON JOINTS FACE
INTERSECTIONS EA.SIDE NAIL
FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 24" FACE
(MINIMUM) STUD 2 -16d COMMO O.C. NAIL
CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION
THE PROPER STEEL CONNECTOR HEADER TO 16"O.C. FACE
LEDGER TO BE CONNECTED TO BLDG. .USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER 16d COMMON ALONG EDGES NAIL
IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS
TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END
REQUIRED I I PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL
FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE
BOTTOM PLATE TO: PER
FLASHING TUCKED UNDER
FLOOR JOIST, BAND JOIST, 2-16d COMMO FOOT FACE NAIL
i I END JOIST OR BLOCKING
TOP PIECE OF SIDING AND
LAPPED OVER FIRST CONTIN.
PIECE OF SIDING BELOW THREADED ROD DECK FRAMING:
JOINT DESCRIPTION NAIL NAIL NOTES DRAWN BY: JD
1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT QTY. SPACING
CONNECTED TO BLDG. @16"OC SPRINGER MINIMUM POST JOIST TO:SILL,TOP PLATE OR GIRDER 4-8d COMMONPER TOE JOIST NAIL
@16"OC
(2)THRU- END DISTANCE BRIDGING 2-8d COMMO111 EACH TOE 2/18/2019
BOLTS TO JOIST END NAIL
PB44 POST 4 '
ANCHOR dia. _ BLOCKING 2-8d COMMO EACH TOE
FLOOR FRAMING o s PIER • t• o • o ENDINIMANCE " �u' " TO JOIST END NAIL SCALE: SEE PLAN
p 16"TREAD o o w
2x JOISTS BLOCKING TO: EACH TOE
' >•-, n ° ; : •' '• 12"xl2"x12" w SILL OR TOP PLATE 3 16d COMMO BLOCK NAIL
ZUDE a CONC.SLAB a o ••g;•' CONCRETE FOOTING
(AS REQ.) -d•.o o v c w v >c w v LEDGER STRIP EACH FACE F
3 16d COMMO �G
BLOCKING FOR JOIST HANGER d'' B"dia. DECK PIER y �' TO BEAM JOIST NAIL ; D 1✓O
o JOIST ON LEDGER PER TOES SHEET N O.
LAG BOLTS p !e POR C. b° PER PLAN HOLLOW COLUMN UPLIFT 3-8d COMMON
r 'f �.�
D 3—0 >'a- ✓a- SIMPSON STRONG TIE MODEL STRRI/2 TO BEAM JOIST NAIk O
RIM JOIST/BD. ' v*'< <'°.' N
'a DECK POST FTG.CONNECTION BAND JOIST PER E 0 �� I
INSTALL AS PER MANUFACTURES RECOMENDATIONS TO JOIST 3 -16d COMMO JOIST AIL
LOCATION USP NUMBER DESCRIPTION APPLICATION
BAND JOIST TO: 2-16d COMMOJ PER TOE`N��,,L rl
4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT �`
DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING AROO'25 2
FES ION