HomeMy WebLinkAbout42544-Z �o� UFFDj,y�coGy Town of Southold 10/22/2018
P.O.Box 1179
o • 53095 Main Rd
'19ji�1 �ao� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39989 Date: 10/22/2018
THIS CERTIFIES that the building ALTERATION
Location of Property: 10475 Route 25, East Marion
SCTM#: 473889 Sec/Block/Lot: 31.4-14
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/20/1959 pursuant to which Building Permit No. 42544 dated 4/6/2018
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:
rear screened porch addition, withlag ss replacement panels to an existing one family dwelling as applied for
The certificate is issued to Nickel Associates Inc
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42544 10/16/2018
PLUMBERS CERTIFICATION DATED
Akle 4
A tho ' e Signature
o�gU Fat�,co ' TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42544 Date: 4/6/2018
Permission is hereby granted to:
Nickel Associates Inc
1075 Pelhamdale Ave
Pelham Manor, NY 10803
To: Build new rear entry way on existing dwelling as applied for. Replaces BP#688
At premises located at:
10475 Route 25, East Marion
SCTM #473889
Sec/Block/Lot# 31.-4-14
Pursuant to application dated 4/6/2018 and approved by the Building Inspector.
To expire on 10/6/2019.
Fees:
PERMIT RENEWAL $55.00
Total: $55.00
B ing Inspector
I
FORM NO. 2
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, N. Y.
I
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
N® 688 Z
Date .......................P47...-�Q..................... 19��....
Permission is hereby granted to:
Ernc.,-st R ma nen
. ................................................................................
................ :: .... .d.............................................
......................... t lrxonb.... .X....................
TR-
to ......ri:��.� .. ? � ' .. ??is' ..�ra�, oT�, cw3s �T��; de�e�Z�i$...........................................................
. .. . ...... ..............
................................................................................ ................................................................................
atpremises located at ................................................................................................
................................................. . rfz�w f..L��`?'1 4?�'. ..�:a.?r a..........................................................................
.................................................................................................................................................................
pursuant to application dated .......................................Nay-2.0.............1959...... and approved by the
Building Inspector
Fee $.�t 2...............
�! .......1!...t........�c:. ,..........
Building Inspector `�
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
Date.
New Construction: Old or Pre-existing Building:��p ^ (check one)
Location of Property: Lt t(S M cAl�l
House No. (� Street n Hamlet
Owner or Owners of Property: l G $0C'.(,CD_1Q 6
Suffolk County Tax Map No 1000, Section Cj C) Block O L( , d Q Lot 019 . 0(y)
Subdivision *� < Filed Map. Lot:
Permit No. G J Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
oF so�ryol
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q
�. • o roger.richertO-)town.Southold.ny.us
Southold,NY 11971-0959 Q
�yMUNT`1,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To- Nickel Associates Inc
Address' 10475 RT 25 City: East Marion St' New York Zip: 11939
Budding Permit#: 42544 Section- 31 Block. 4 Lot. - 14
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Tucker Electric License No. 4926-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 4 Ceding Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 Twist Lock Exit Fixtures 11 TVSS
Other Equipment. "SCREEN PORCH"
Notes: 8-low voltage lights, 1-paddle fan
Inspector Signature: Date: October 15 2018
81-Cert Electrical Compliance Form As
#so
TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [�INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
�W45 J aPh1
DATEO oe INSPECTOR
i
Of SOUIy��
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm, 765-1802
INSPECTION : ,
FOUNDATION 1ST ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR .�—
S
OUTyo�
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycoutm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [. ] ROUGH PLBG.
[ ]
XFUNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPL)IN FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
aoe sours
how o�
TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ,,BOUGH PLBG.
[ ] FOUNDATION 2ND [ -INSULATION
-
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT'CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
t
la �h Cry► I �a�� V)W ( D a CaVtA.,-
Qj
DATE U `�J INSPECTOR
IF i u H_� E T`T t1
RL E iN .G i %N E E'R i !N 'CG
April 19, 2018
10475 Main Road, East Marion
Building Inspector
Town of Southold
Main Road
Southold, NY 11971
Dear Sir,
I have inspected to footings for the proposed as-constructed screened porch and they are
as shown on the plans submitted for a Building Permit and to New York State Building Code.
of NE�y
Q• g;S ro'
a
��FESgtO�
D
APR 2 0 2018
TOWN OF SOUTUOLO
BOARD CERTIFIED IN STRUCTURAL ENGINEERING
JOSEPH@FIS CHETTI.COM FISCHETTIENGINEERING.COM 631 -765-29S4
1 725 HOBART ROAD SOUTHOLD , NEW YORK 1 1 971
FIELD INSPECTION REPORT I DATE COMMENTS
qboj pi 0
FOUNDATION (IST)
• H
------------------------------------
'FOUNDATION (2ND)
S low
$� o
ROUGH FRAMING& l�
PLUMBING
H
-'I via 1 ;
INSULATION PER,N.Y: y
STATE ENERGY CODE
A.n/ •
FINAL
ADDITIONAL COMMENTS
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(A ALL
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d
FORM NO. 1
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, N. Y.
Examined........................ 19.....
... ..... / Application No. ..... .....................
Approved...............
... . .. .. .19 �Permit No. ...... 1, �
Disapproveda/c .............. .. ................................................................. ........
........................................................................................................................
(Building Inspector
APPLICATION FOR BUILDING PERMIT 1 }
Date.............................'........... . ...............19............
INSTRUCTIONS
a. This application must be completely filled in by typewriter or in ink and submitted in duplicate to the Building
Inspector.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets
or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this location.
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
permit shall be kept on the premises available for inspection throughout the progress of the work.
e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy
shall have been granted by the Building Inspector.
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 a Iterations, or for removal or demolition, as herein described.
The applicant agrees to comply with all applicable laws, ordinances and regulations. ✓
................................................................................................
(Signature of applicant, or name, if a/corporation)
...................... ........................................................................
(Address of applicant)
State whether applicant is owner, lessee agent, architect, engineer, general contractor, electrician, plumber or builder.
..................................................................................................................................................................................................
Nameof owner of premises.........r.'..........................................................................................................................................•
If applicant is a corporate, signature of duly authorized officer.
................................................................................................
(Name and title of corporate officer)
1. Location of land on which proposed work will be done. Map No: ............................................ Lot No: ....................
.. s '�Street and .. ... .......... l. ..�;...`................................`-r.....s......�f
�
� ..`'.' `"'��.`...............
.........
Municipality
2. State existing use and--oecuponcy of premise�,Tnd intended use and occupancy of proposed construction:
a. Existing use and occupancy..................... " :...............................".'.r. ............. ........................................................
}
b. Intended use and occupancy................................
- �•.
3. Nature of work (check which applicable). New Building....................Addition .............I!�
'.. ..Alteration ....................
Repair ....................Removal ....................Demolition....................Other Work (Describe) ....................
x ly"
4. Estimated Cost.............. , �: .............Fee ..c. ...............
(to be paid on filing this application)
5. If dwelling, number of dwelling units............``" ...............Number of dwelling units on each floor............................
Ifgarage, 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 some structure with alterations or additions: Front ................................ Rear ................................
Depth .............................. Height ..............................Number of Stories ................................ r
8. Dimensions of entire new construction: Front............................. Rear ............................ Depth ............................
Height Number of Stories
f" fj , r
...........................
9. Size of lot: Front .......... ................. Rear Depth -
�� n
a -
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? ....................................................
cr .-... Phone NO.
13 Name of Owner of premises......:....:.:.....:.............:.....Address ............................................ ....................
Nameof Architect........................................................Address ............................................Phone NO. ......... ..........
Nameof Contractor....................................................Address ............................................Phone NO. ....................
PLOT DIAGRAM
Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from
property lines. Give street and block numbers or description according to deed, and show street names and indicate
whether interior or corner lot.
f Lf
li
1
STATE OF NEW"'YO0, f7, _ > S S.
COUNTY OF ..;/ .j :•••• •)
t '. ✓ ? ,,;::;;:;': -.........being duly sworn, deposes and says that he is the applicant
... .. .. .. . .
(Name of individual signing application)
jabove named. 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 knd,wEe g , f'
and that the work will be performed in the manner set forth in the applicatip,i filed therewith. +
Sworn to before me this mow; r' r"�.
do of `-"`' 19.x'.' JUDITH `P. BOW(Signature of applicant)
. ,...... Notary Public, State of New 'Pork
Notary Pub i �. OUnty 0omm ssion4€�Expires Uar_ ch 40,,a/,
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 Gets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502LJS Ivey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N Y:S.D.E.C.,
T-�Cees
f 00 Application
Ftmnl+ermit
Examined ,20 S4igle-&s.Separate
C
Truss Identification Form
S#6nn-Water Assessment Form
(� mm Contact: A1,1) l,e-r
Approved �U ,201 Mail to:
Disapproved a/c
Phon , � ' IE
Expiration I ,20
Bui Ins or
D .P: ;
Lei PLICATION FOR BUILDING PERMIT
APR 210 2018 y
1 —4 Date , 20/
J INSTRUCTIONS
a. WWWRIKRKM 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 bee' completed,within 18 months from such date.If no*zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter,a new,permit shall be required.
APPLICATION IS HEREBY MADE to the•Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing,code, and'regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant) j Y ®gQ3
State whether applicant is owner,;lessee, agent!tarchitect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises k C Li e I Gl..Uor-l" 4es 1 ,01C
,,, `a', o-v (As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
w � u-) efE - i,. Kipi P rd es +
(Name and title of corporate officer)
Builders License No.
Plumbers License No. ,
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax MapNo. 1000 Section O-31. 60 Block 04 . 6o Lot QJLJ . 000
Subdivision We.0 c-P >\ �g h 12a i j)I W ct,A e Filed Map No. (p0 b�,�: Lot C) I L{ , non
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 1, ,� 4e-1 �A 01 04:0r 0
b. Intended use and occupancy C � ,
3. Nature of work (check which applicable):New Building Addition Alteration_
Repair Removal Demolition Other'Work
(Description)
4. Estimated Cost 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 e} ire new const ction: Frontoi''' Rear ¢ =s Depth
Height �� I �f�� , �K
�� Number of Stories ,� t J 1f
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? YESN
13. Will lot be re-graded? YES NO Will excess fill be removed from premise ,. Y S NO
14. Names of Oe�fmises Address Phone N
Na e P �l -z Addres � . hone N �-
Name of Contractor ,tel ' &2/.7P1 Addres /l�' - ,4l, , - Phone N
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.G. PERMITS MAY,BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? *_YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED. ;
16. Provide survey,to'scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is,at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions-with respect to this property? * YES
* IF YES, PROVIDE A COPY.
' CONNIE D.BUNCH
D mn„ D
STATE OF NEW YORK) . Notary Public,State of Now York
SS: No.01BU6185050
Qualified in Suffolk county APR 2 0 2018
COUNTY OF ) commission Expires April 14,2j=
-- - - - -- -being duly'swom, deposes'T®
(Name of individual signing contract)above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
wornJ�o before me this l p
0qfN
day of 1 l 20 O
Notary Public Signature of Applicant
t��l 6�`5
�$uFFpI�C BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
On Southold, New York 11971-0959
?0 Telephone (631) 765-1802 - FAX (631) 765-9502
roger.richert(cDtown.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED Bl(: - -- -- Date:-
Company Name:;
Name: A2,4
License No.: email:
Address:
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Name:
Address:
Cross Street:
Phone No.:
BIdg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) `"-_P` �-�
CircIAII That Apply:
Is job read for inspection?: YES / NO Rough In Final
fie-yeQ
YES NO Issued On
Temp Information: (AII information required)
Service Size 1 Ph 3 Size: A # rs Old Meter#
New Service - Fire Reconnect- Flood connect- Service Reconnecte nderground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Servl Y N
Additional Information:
PAYMENT DUE WITH APPLICATION '
Request for Inspection Form.xls to
q��
Town Hall Annex yam yam► Telephone(631)765-1802
54375 Main Roadc .c Fax(631)765-9502
P. O. Box 1179 N x
Southold, NY 11971-0959
•
BUMINAG DEPARTMENT_
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: 7U
Owner:
Location'of Property:
Please take notice that the-(check applicable line): ,
New commercial,or-residential structure
Addition to eAsti•rig commercial or residential structure
.Rehabilitatiori1o.an existing commercial or resideritial structure
to be,constructed-or performed at the subject property reference above will,utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood"constru tion (PW)
Timber construction (TC) ' rnGr
in the following locations (check-applicable line
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submitting this form):
Capacity(check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
{
6" DIAMETER -�
REFLECTIVE RED REFLECTIVE WHITE
PANTONE #187
I
11211
The construction type
STROKE
designation shall be
46197 461191 44111D5 cclV"or CiV5�
to indicate the construction
classification of the
structure under DESIGNATION FOR STRUCTURAL
section 602 of the BCNYS COMPONENTS THAT ARE OF
TRUSS TYPE CONSTRUCTION
■ AWY FLOOR FRAMING, INCLUDING
® ■ GIRDERS AND BEAMS
ccR�� ROOF FRAMING
"FIR„ FLOOR AND ROOF FRAMING
STANDARDS AND CODES
pF SOUTyo!
Town Hall Annex Telephone(631)765-1802
54375 Main Road y Fax(631)765-9502
P.O.Box 1179 %_ • Q
Southold,NY 11971-0959 Q
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
October 11, 2018
Nickel Associates Inc
1075 Pelhamdale Ave
Pelham Manor, NY 10803
Re: 10475 Route 25, East Marion
TO WHOM IT MAY CONCERN:
TheFo v ing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
�// Electrical Underwriters Certificate—($90 fee required and an inspection
needs to be scheduled)
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Manning#795-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 42544- Add/Alt
V3For Southold Town Building Dept. p Q20sVe
�
OCT - 9
2018
Door Panel Specs for Screen Porch Project RUHDrKG DEPT.
Nickel Assoc. �' Bf' 14� �"���� m:`a,���i�'l�&��,�
10475 Main Road
East Marion, NY
Screen Door panels are by Combination Door Co.
"Easy-change" Combination doors.
Model* : "Traditional # 50".
1 1/8" x 3' -0" x 7' -0".
Clear Pine.
Removeable aluminum screen and storm panels .
Clear single glazed 1/8" Tempered glass .
SUGGESTED STATIONARY INSTALLATION FOR EASY CHANGE DOORS
TERIOR DGR ST13?
A
osT TOP 134LYti VARIABLE PER
VALL TH'.CXN TS S
DMR JAMR—
SPACE
Ml'*<RUSTPRC0F
SCREW
DOOR DOM slcj�
1;. EXTERICR OF' EASY
CHANCE MDR
-----EASY CHANGE DOOR
CROSS SECTION A
—DMIZ JAMB
XTERIOR
6.9*
NQWX CAULK 1/0'
SPACE ARM= DMRL—,
PERIMETER
A
k
ti
CAULKMITE, Do NOT SET DOOR
—, DIRECTLY 13N SILL •
PACr.TWEEN
1/4' SPACE:E B
Itnr
AND TREATED SILL
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You Have Choices.
The Easy-Change Door is timeless. No mat-
ter what style of home you have, there is
an Easy-Change Door that will capture its �1
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beauty. Our large selection of designer grille
inserts can also add distinction to your home.
And The Difference Is Forever.
An Easy-Change Door means true crafts-
manship. Each door is handmade of solid
wood and engineered components, which
means your door is one of a kind that's
going to endure time. Made from the natural
beauty of wood, an Easy-Change Door is
handcrafted with precision and pride.
Customize Your Door.
Easy-Change Doors are handmade;therefore,
we can offer customized doors that reflect the
individual beauty of your home. With all of
DESIGNED FOR ALL SEASONS .
the planning and care that goes into building Easy Change.
or restoring a home, we can offer special- Easy-Change locking devices
ty doors that match your specifications.And lock storm and screen inserts
once you have your door home, don't forget in place.Now,a tight,rattle-free
about colors. While aluminum doors are weather seal only requires a
only available in basic colors, Easy-Change simple flick of your wrist.
Doors made from natural wood allow end-
less choices in both paint and stain.
Final Touches.
Increase The Value Of Your Home. Quality doors deserve quality hardware.
The Easy-Change Door is an easy way to The Deluxe Hardware and Premium
increase the value of your home without Hardware Kits include only the finest
significant cost. Secure and energy efficient, components.Lockset and hinge colors -
A
an Easy-Change Door adds a natural look of are available in brass,black and satin °'•
elegance and beauty. They're also durable, aluminum. The kits are also easy to
meaning you can restore any sign of wear install and feature special tips on
and tear, unlike aluminum doors. finishing. •
j
i
Design"A"Grille Fan Bracket Half Moon
Prairie Grille Montello Grille 12-Lite Grille
Colonial `B" ITraditional#11
9-Lite Grille Scroll Scroll Corner T.D.L.Glass Insert
Classic"B" Designer Grille
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Colonial "B", Classic `B"or
Countryside#55 Traditional#50
Countryside#55 (= r
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Fan Bracket Half Moon Scroll Scroll Corner
Designer Grille
Traditional
•
EASY- CHANGE WOOD COMBINATION DOORS
ARE BEAUTIFUL ALONE OR EASILY CUSTOMIZED
WITH A DECORATIVE OR DESIGNER GRILLE .
Victorian II Grille Victorian III Grille Chippendale Grille Prairie Grille 15-Lite Grille
E
Ultra-Vu
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if
Designer Grille
Ultra-Vu
Fan Bracket Half Moon Scroll Scroll Corner Oak Ultra-Vu Mahogany Ultra-Vu #50 Circle Top Sidelight Storm
I YChange Easy-Change Doors Grilles Doors Grilles Doors Grilles
•� COMBINATION DOORS Wood Sod
Storm & �fi CO ,)
Screen
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O4 43 Season Standard
mm using...
2-0 x 6-9 X
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Easy-Chapge 2 ° x71 X
Wood Combination doors 2-6 x 6-9 X x x X X X x X X X X x x x x X x X X
2-6 x 7-1 X x x x X X x x x X x X x x X X X X x x
2-6 x 8-1 X
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Let the summer breezes 2-8 x 6-9 X X X X x X X x X X X X X x x x x x x x X
flow through or the 2-8 x 7-1 X X X X X X x X X x X x x x X x X x X X X IX
autumn sunshine warm 2-8 x 8-1 X
your three season porch. 2-10 x 6-9 X X X _7X X X X x X X X X X X X X X X X
2-10 x 7-1 X X X X X X X X X X X X X X X X X X X
oil , l Versatile Doors. 3-0 x 6-9 X X x X x X
" X x x x x X X x x x x x x x x
I I' 111 Easy-Change wood combination doors provide
3-0 x 7-1 x x x X x x x x x x X X x x x x x x x x x x
the flexibility of quick changing storm and 3-0 x 8-1 X
screen door inserts. Quit swatting flies and mos- 3-4 x 6-9 X
quitos and turn that deck into a usable room.
3-4 x 7-1 x
Unlike metal doors, the wood construction gives 3-6 x 6-9 X
Ilk you the freedom to finish your 3 season room 3-6 x 7-1 X
in any range of colors to fit your decor. Choose
Layout
r from a wide range of door and grille designs.
i` Whether you have an 1800 period Cape Cod or Stile
41/4 41/4 41/4 41/4 41/4 41/4 41/4 49/16
1' 49
41
41/4 41/4 41/4 41/4 41/4 41/4 /8 h6
rustic lake home there is a design to complement Top Rail
1
our home. 41/8 41/a 41A 41/8 41/a 41/8
i �y J y Middle Rail
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• ��� � Founded in 1912, The Combination Door Bottom Rail
6-9 95/e 95/s 95/s 91/z 91/2 95/e 95/s ]131/8
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Company knows the "ins and outs" of the storm
$` door business. 7-1, 8-1 135/8 135/8 135/a 131/2 131/2 135/8 135/a
Please check our website at
Aw tMaximum Trimming Note:
www.combinationdoor.com Top Rail /e , Bottom Rail 21/2", Stiles 1/4". Victorian II,Victorian III, Designer Montello and Design A
for suggested stationary applications. • Stile trimming beyond 1/4" could expose core stock. grilles are not available in red oak or mahogany.
i If initiated, trimming 3/4" is permissible.
Easy-Change locking • Custom sizes are available in various door and grille designs. IWARNING I SCREEN AREA OF DDDR WILL NOT PREVENT
�t gFU CHILD FROM FALLING OUT KEEP CHILD AWAY
devices lock storm and • Circle top doors are 5/a" oversize. FROM SCREEN AREA
screen inserts in place.
Now, rattle-
CDC
a tight,ht,
free weather seal only
m requires a simple flick
` The Combination Door Company
ofyour wrist.
1000 Morris Street • P.O. Box 1076 • Fond du Lac, WI 54936-1076
920-922-2050 920-922-2917 (FAX)
ECLGBroch&10 www.combinationdoor.com • Email: doors@combinatlondoor.com
Young & - Young _1C
400 'Ostrander Avenue, Riverhead, New York 11901 04
631-727-2303 �&��
Alden W. Young, P.E. & L.S. 190871994
Howard W: Young, Land Surveyor x�<
ThomasC. Wolpert, Prbfession,at Engineer
Robert C. Tast, Architect
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SURVEYOR.'S CERTIFICATION y
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00 „ • WE HEREBY, CERTIFY TO STEPHEN' KLEIN, . g
(�, w >'Z" � _ NICOLETTE L. KLEIN, GREEN POINT, MORTGAGE lh
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`4 ` ^� RY °' 0 FUNDING, INC. & STEWART TITLE INSURANCE
O FRPMENpUSE aa� oN+ COMPANY THAT THIS SURVEY•WAS PREPARED IN
C) ACCORDANCE WITH THE CODE OF PRACTICE FOR L , € t# YS
-0 -3 �_ (� ADOPTED BY THE NEW YORK STATE ASSOCIATI NIS
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R W E HOWARD W. YOUNG, .N.Y.S. L.S. N0. 45892)
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SURVEY FOR z
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M ,x�N S STEPHEN KLEIN & NICOLETTE L. KLEIN
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At East Marion, Town of Southold
Suffolk County, New York
p District 1000 section 31 Block 04 .Lot 1,4
County Tax Ma
T I T L_ E � t R �/E Y
MAP PREPARED FEB. 26, 2002
SCALE 1" = 30' 1 S
JOB NO. 2002-0054
DWG. 2002-0054-ts
= MONUMENT SET / = MONUMENT POUND A = STAKE SET A= STAKE FOUND
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SUPPORTS 2X10 6"+/-
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�M'':'..>; ,„. ,;, ..M '� .'4 '•„,k ' � :;eqd�;`";:�'w` ��`��':�'#? " REPLACE OLD PORCH WITH NEW FRAMING AND
EXISTING SLAB w/NEW CONCRETE FOOTINGS
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OCCUPANCY OR to
USE IS UNLAWFUL �` :t ; w
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WITHOUT CERTIFICf ' ., w
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OF OCCUPANCY
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REPLACE OLD PORCH WITH NEW FRAMING W W CO 0 N
METAL STRAPPING AT EACH RAFTER
AND FOOTINGS EXISTING ROOF IS OVER RIDGE TO OPPOSITE RAFTER J x J
APPROXIMATELY 6"ABOVE NEW GABLE
V 0 0
12 2'X2' ASPHALT/FIBERGLASS SHINGLES OVER 0 m ~
4 1/4� AWN 30#FELT OVER 5/8"SHEATHING 2X8 RR.WEATHERWATCH AT EAVES
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AP R VEDAS NOTED WDW o7 M
TIE EACH RAFTER TO HEADER
DATE: B.P.# 5q Ir WITH METAL STRAP PER CODE: W a' 0
FEE: r BY: r — — — — — — — — — — LL
0 .
NOTIFY BUILDING DEPARTMENT AT o
765-1802 8 AM TO 4 PM FOR THE I METAL ANCHOR AT EACH . I TIE CORNER POST 2X6 GABLE FRAMING /� a
POST w/12"X1/2" ° TIE EACH STUD TO `/ W
FOLLOWING INSPECTIONS: TO HEADER WITH FTERAD w/1/2"CDX SHEATHING
I. FOUNDATION - TWO REQUIRED I ANCHOR BOLT(TYP) EX.4"SLAB TECO HANGER HEADER WITH
FOR POURED CONCRETE % METAL STRAP / L_ O
2. ROUGH - FRAMING & PLUMBING
3. INSULATION I I vitN
4, FINAL - CONSTRUCTION MUST SCREEN /�
6X6 ACQ POST RCH 01 S t
BE COMPLETE FOR C.Q. TO RAFTER
ALL CONSTRUCTION SHALL MEET THE 12"SONOTUBE �a a D I ANCHOR AT DRAWN BY: )F
REQUIREMENTS OF THE CODES OF NEW D EACH POST Q r
YORK STATE. NOT RESPONSIBLE F( R
OR 36" �
DESIGN CONSTRUCTION ERRORS. ° '` 2 4/15/2018
D 12"dia.CONC.PIER �,ud �,p' - `�i.•
a a as as w/18"+/-FTG °�"D SCALE: SEE PLAN
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COMPLY WITH ALL CODES OF p oQ a
NEW YORK STATE & TOWN CODES A C) �d �t�
AS REQUIRED AND COND!T' 18" DIA. FTG.
ONS OF �� SHEET N O.
CROSS SECTION - - - . ;���p����jl''.
i� it+Nl^�a BOARD !�
_ SCALE: 1/4" 1'-0"=
. 05215
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RETAIN STORti1 WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS =
v •
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.
CODE:20151RC,2016
CLIMATIC 6 GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT
4"MAX. GROUN WIND SEISMIC FROST WINTE ICESHIELD FLOOD z
yyyy KING STUDS SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS ^ ��
TT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED .a W
4"DIA.MAXIMUM 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TE �11 NONE Q1:4
RAFTER z
CRIPPLE STUD TO HEAVY MODERATE O
v J
LEDGER DECK AND COVERED PORCH NOTES: W
HEADER
RIDGE ).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Uj
II fasteners,hangers and anchors to be galvinized or stainless steel.
Z ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts.
RAFTER JACK STUDS Girders on concrete piers shall be anchored with proper steel connectors anchored O
ZDk into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete
RAFTER-TO-LEDGER CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS WOC WITH WASHERS HEADER-TO-POST/STUD CONNECTION be 3 ft.below grade. �J
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER TION DESCRIPAPPLICATION 4).Deck Joists to have blocking at B'0 o.c.. Ham(
LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP g shall be installed between the building and ledger.lapping up the sheathing
APPLY TO EACH JACK STUD Flashing O zSTAIR RAILING ).
ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 I LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGERI JALL OPENINGS I RT3 OR RT7 I TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers O
and nuts at 16"o.c. 0
SPACE 6).Concrete piers shall be a minimum 6"above grade.
MINI L ` 1/
MINIMUM w
_. L j-, ).All Joists to be supported with hangers and anchors.Each Joist shall also be anchored
1 � RAFTER to girder(s).
HANDRAILS
).Covered Roofs shall be assembled and anchored the same manner as a typical building. � O
RAFTER 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal
or any contact with ACQ. t /1
TOP PLATE POST
TOP PLATE HANDRAIL NOTES: O
BALUSTERS All required handrails shall be of one of the following types W
RIM/DECK JOIST G or provided equivalent graspability. r
WALL STUD 1-1 WALL STUD v
OPEN BALUSTER ATTACHED TO WALL ° 1).Type I.Handrails with circular cross section shall have an uu
outside diameter of at least 1-1/4 inches and not greater 1�
HANDRAIL CONNECTION RAFTER TO PLATE/MD CONNECTION than 2 Inches.If the handrail Is not circular It shall have a
RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION perimeter dimension of at least 4Inches and not greater
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH than 6-1/4 inches with a maximum cross section of
LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CONNECT TO RAFTER/PLAT RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION dimension of 2-i/4 inches.
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 2).Type ll.Handrails with a perimeter greater than 6-1/4
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT ER inches shall provide graspable finger recess area with
both
EACH RAFTER sides of the profile.The finger recess shall begin with a
distance of 3/4 inch measured vertically from the tallest
portion of the profile and achieve a depth of at least 5/16
Inch within 7/8 inch below the widest portion of the
4"MAX.
profile.The required depth shall continue for at least 3/8
inch to a level that is not lest than 1-3/4 inches below the
4"DIA.MAXIMUM GIRDER/HEADER tallest portion of the profile.The minimum width of the
handrail above the recess shall be 1-1/4 inches to a
maximum of 2-3/4 Inches.Edges shall have a minimum
GIRDER/HEADER radius of 0.01 inches.
0
Z POST/COLUMN °° °
JOIST °o NAILING SCHEDULE
ZD POST/COLUMN
ROOF SHEATHING-
M ■
GIRDER/HEADER JOINT DESCRIPTION NAIL NAIL NOTES W
QTY. SPACING
STRUCTURAL PANEL. 8d AS PER TABLE 3.8 N
POST-TO-GIRDER/HEADER CONNECTION I WFCM-SBC 0. 0.
LOCATION USP NUMBER I DESCRIPTION APPLICATION ROOF FRAMING: W
SPACING NOTES
4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN NAIL NAIL
Qom. W
DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER JOINT DESCRIPTION n
LOCATION JUSPNUMBER1 DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COILUMN POST-TO-GIRDER/HEADER CONNECTION 7
RAFTER TO 8'WALL-3-8d COMMONEACH •�� L,
HOLLOW COLUMN SIMPSON STRRI/2 I H.C. ANCHOR JAPPLYTO EACH COILUMNUSE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL
JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST
CEILING JOIST B'WALL:3-8d COMMON EACH
TO TOP PLATE 10'WALL:4-8d COMMOI, JOIST TOE-NAIL z Lo
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 0)
PARALLEL RAFTER WFCM-SBC LAP NAIL W (0 Q N
CEILING JOIST LAPS ASPER TABLE 3.7 EACH FACE X J
o OVER PARTITION WFCM-SBC LAP NAIL O O Lo
Lo
COLLAR TIE AS PER TABLE 3.4 EACH FACE
BTU TO RAFTER WFCM-SBC END NAIL OZ co
BEARING PLATE GIRDER BLOCKING EACH TOE
o 2-8d COMMON
TO RAFTER END NAIL _
° WOOD JOIST RIM BOARD EACH END '^
TO RAFTER 2-16d COMMON U.END NAIL �/J O co
LEDGER a
° WALL FRAMING:
GIRDERIHEADER W v�
NAIL NAIL NOTES U_
WOODJOIST WOOD JOIST I I ••a JOINT DESCRIPTION CONCRETE PIER QTY. SPACING �
•••• TOP PLATE TO PER
• TOP PLATE 2.16d COMMO FOOT FACE NAIL
CL
•'+ TOP PLATES AT JOINTS FACE ^
FLUSH JOISTS WITH HEADER/GIRDER INTERSECTIONS 4.16d COMMOEA.SIDE NAIL W
CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH STUD TO 24" FACE
DOUBLE 2x 2-16d COMMO CIO LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. STUD O.C. NAIL `(/(♦1
(MINIMUM)
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I HEADER/GIRDER-TO-POSE CONNECTION HEADER TO 16"O.C. FACE
TO ALLOW FOR SHRINKAGE. I FOR HEADER 16d COMMON
OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL O
ROD I (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END
REQUIRED I I PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL
FLASHING TUCKED UNDER FOR RTU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE
BOTTOM PLATE TO:
TOP PIECE OF SIDING AND FLOOR JOIST,BAND JOIST, 2-16d COMMO OOT FACE NAIL
END JOIST OR BLOCKING
LAPPED OVER FIRST CONTIN. II
PIECE OF SIDING BELOW /� C
DECK FRAMING: D RAW N BY■ J I
1/2"DIA.LAG BOLTS W/WASHERS THREADED ROD NAIL NAIL
CONNECTED TO BLDG.@16"OC JOINT DESCRIPTION NOTES
QTY. SPACING
STRINGER CNW COUPLER NUT 4-8d COMMO
JOIST TO: PER TOE
Lam @16"OC POST SILL,TOP PLATE OR GIRDER JOIST NAIL "�
MINIMUM BRIDGING EACH TOE 4/15/2018
(2)THRU- END DISTANCE TO JOIST 2-8d COMMO END NAIL
FLOOR FRAMING BOLTS s
P644 POST BLOCKING EACH TOE
2x JOISTS a I s TO JOIST 2 Sd COMMO END NAIL
ANCHOR "dia. ° -ati• - MINIM M BLOCKING TO: EACH TOE
PIER 16"TREAD ti o 'ooEN6 NCE . 3-16dCOMMO SCALE: SEE PLAN
0 12"x12"x12" SILL OR TOP PLATE BLOCK NAIL
BLOCKING FOR o,° •o CONCRETE FOOTING a'.. •"+�
JOIST HANGER 4.` LEDGER STRIP EACH FACE
LAG BOLTS r '4TO BEAM 3-16d COMMO JOIST NAIL
ZRADE •.a CONC.SLAB "•.q' a
RIM JOIST/BD. ° .• (AS REQ.) '4'• . JOIST ON LEDGER 3-Bd COMM PER TOE
O ! .,' TO BEAM IST
• ;<4' "' HOLLOW COLUMN UPLIFT
BAND JOIST P END ■
B'dia. a.• "° DECK PIER SIMPSON STRONG TIE MODEL STRRi/2 DECK POST FTG.CONNECTION TO JOIST 3-16d COM O JOf / 7JAIL ` [ � SHEET N
•� .� CONC. ,4 b.° PER PLAN INSTALL AS PER MANUFACTURE'S RECOMENDATIONS � ■
DECK/PORCH LEDGER CONNECTION T-0• 4` PIER LOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST TO: ER
r 2-16d COM O OE r1A lf�P,+'
vtia. d,� 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE F�ObT �; v
a.• e•4 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING ` "'.'
t7 H N� v�
S
L N TES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: U
GENERA O 1).RIDGE-TO-R AFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 04
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING O
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) 01.
' TOP PLATE 10'WALL:4-8d COMMO RAFTER
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) ^ ^/
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL Z J W
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters VO
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT V )
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construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL W f'�
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES H
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 y�
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 Z
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 Q r 7 Z
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) `/ ^
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMONENDNAIL ROOMS(OTHER THAN SLEEPING) 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 W O �J
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 F--11
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped underNAIL NAIL GAURDRAILSANY DIRECTION 200 r/'\ O
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES �/J
QTY. SPACING (DESIGNED FOR CAT.C)
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY 4-16d COMMIO � V J
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMONPER FACE NAIL
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anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION D PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO O
specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE a r-1
or exceeds manufacture's s
p pp STUD O.C. NAIL
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. �n
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE FIRE PROTECTION rT1
SYP P HEADER 16d COMMOIN ALONG EDGES NAIL SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. "7 F■i■1
such as bookcases,shelving,pantry,closets,trims,etc, edges and 10"o.c.in the field shall be in accordance with the length requirements specified TRUSS DESIGN N A STANDARD STICK FRAME CONSTRUCTION L �j
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON -
PER 2x4 STUD END
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC O W
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: V
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA U
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
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determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Z
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Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT 70 11 YES -
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-SdCOMMON PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. g),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. P SHEATHING LOCATION NOTES
3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS M THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3
9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ C°
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs )• BLOCKING TO: EACH TOEEE NOTES:1(BOTH FIELDS)
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and SILL OR TOP PLATE 3-16d COMNO BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6"O.C.OC8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMO EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3
attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER
7).Dam roof exterior of foundation with bituminous section R406 of 3-8d COMMON PER TOE
PP coating as g per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMIMO ■
g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, ' t ,
8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck'oists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. W
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE I FOOT J SEE NOTE:1 ■
I 2).Tabulated a f inch o.c.nail spacing assumes sheathing attached to rafter/truss.raining members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. N
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. LL
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL LII
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For W
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. ■ Z
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. I I WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' rrV-F� -
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. nn
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE• NOTES ^♦ � Z �
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD W Z r- �
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT SPACING SEE NOTES:1,3(BOTH FIELDS) W N
8 8 4'EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12"O.C. J
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD J X t
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4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS ♦ ♦ O LO
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 v O
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES Z m = F_openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES VV♦♦
7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored O
openings between 41 and 60 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QN SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ■ O = r
and blocking where applicable. (Y)
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER,TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5.All flush beams headers to be installed with heavy du alvinized hangers and PANELS 8d COMMO WFCM-SBC ) g q W a O �
) � �g g be used. W (n I-01
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O-C.EDGE LL
6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with O
Sd COOLERS
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM T" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. N
on plans. WALLBOARD 10"O.C.FIELD W
2.Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. ( ,
7).Provide 2-1-3/4"thick microlams(height to match Floor joists)around stairwell and/o ) fi' P y g y p pP FLOOR SHEATHING: W
other access openings unless otherwise noted(typical). .PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1). ♦/1
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 2 USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. v,
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P f1' QTY. SPACING )•
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMO 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. O
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists
HVAC SYSTEM NOTES 1"OR LESS 12"C-C.FIELD Section R602.8-FIREBLOCKING REQUIRED
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES' Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
and to form an effective fire barrier between stories,and between a top story and the roof space.
requirements. Fireblockin shall be provided in wood-frame construction in the following locations.
10).Provide insulation baffles at cave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g p g
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. DRAWN BY F
1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. shall also be fireblocked at intervals not aces exceeding 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces g 10
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 4/15/2018
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain IDad path. drop ceilings and cove ceilings.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. �/�
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces SCALE: SEE PLAN
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code.
to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced sol-16d nail per foot.
3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: flame and products of combustion.
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 +��. rl�„
torch down type material over. and R315 of IRC. 1).NEW FILL BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR �' 1AA V�tl��°' SHEET N O•
5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. A
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. A
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' '
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE r" Is, cr-
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SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. a• �� 'E, o
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