HomeMy WebLinkAbout37343-Z6/10/2013
Town of Southold Annex
P.O. Box 1179
54375 Main Road
Southoid, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36288
Date: 6/10/2013
THIS CERTIFIES that the building
Location of Property:
SCTM #: 473889
Subdivision:
ADDITION/ALTERATION
800 CEDAR DRIVE MATTITUCK,
Sec/Block/Lot: 106.-10-23
Filed Map No.
Lot No.
filed in this officed dated
37343 dated 7/5/2012
conforms substantially to the Application for Building Permit heretofore
8/31/2006 pursuant to which Building Permit No.
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:
ADDITION, iNCLUDING COVERED PORCH AND DECK TO AN EXISTING ONE FAMILY DWELLiNG AS
APPLIED FOR PER ZBA 5916 DATED 08/17/06
The certificate is issued to
JOHN & KAREN RABKEVICH
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 03-15 -2013
37343 02-14-2013
~ John Rabkevich
sUFFOI,fc Town of Southold Annex 6/10/2013
•�°� °ay P.O.Box 1179
� z
54375 Main Road
oy Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36288 Date: 6/10/2013
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 800 CEDAR DRIVE MATTITUCK,
SCTM#: 473889 Sec/Block/Lot: 106.-10-23
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
8/31/2006 pursuant to which Building Permit No. 37343 dated 7/5/2012
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:
ADDITION, INCLUDING COVERED PORCH AND DECK TO AN EXISTING ONE FAMILY DWELLING AS
APPLIED FOR PER ZBA 5916 DATED 08/17/06
The certificate is issued to JOHN&KAREN RABKEVICH
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37343 02-14-2013
PLUMBERS CERTIFICATION DATED 03-15-2013 John Rabkevich
t
Xt)pfizedAignatufre
=rrn TOWN OF SOUTHOLD
��gUFFU(,r�PGy
BUILDING DEPARTMENT
y i ' TOWN CLERK'S OFFICE
"o • �4' 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#: 37343 Date: 7/5/2012
Permission is hereby granted to:
JOHN & KAREN RABKEVICH
P.O. BOX 420
MATTITUCK, NY 11952
To: ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED
FOR PER ZBA DECISION #5916 REPLACES EXPIRED B.P. # 32356
At premises located at:
800 CEDAR DRIVE MATTITUCK
SCTM # 473889
Sec/Block/Lot# 106.-10-23
Pursuant to application dated 8/31/2006 and approved by the Building Inspector.
To expire on 1/5/2014.
Fees:
PERMIT RENEWAL $759.60
Total: $759.60
Building Inspector
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 32356 Z Date SEPTEMBER 12 , 2006
Permission is hereby granted to: aL�
JOHN A RABKEVICH
PO BOX 420
MATTITUCK,NY 11952
for
ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR PER ZBA DECISION #5916
at premises located at 800 CEDAR DR MATTITUCK
County Tax Map No. 473889 Section 106 Block 0010 Lot No. 023
pursuant to application dated AUGUST 31, 2006 and approved by the
Building Inspector to expire on MARCH 12 , 2008 .
Fee $ 759 . 60
Authorized Signature
i ORIGINAL
Rev. 5/8/02
-d
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$50.0 , Iterations to dwelling$50.00,.
Swimming pool$50.00,Accessory building$50.00, i ing$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$15.00 L
Date. S
New Construction: t/ Old or Pre-existingBuilding:Buildi g (check one) q
Location of Property: 3co (f e-Z)XF_ D7/Vl/ : N14 V—/TU C l< /V y
House No. Street Hamlet
Owner or Owners of Property: Jo 144 -�- KA?fig?-t NE WALKE-Vic 14
Suffolk County Tax Map No 1000,Section 106, 00 Block Lot CV0
Subdivision �7 Filed Map. Lot:
Permit No. Date of Permit. r �/� Applicant:J0N/V •f MTHC404 E 7AKE(//cl-A
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:$ S-0
Ap licant Signature
Town Hall Annex p�QSpfFO���oG� Telephone(631) 765-1802
54375 Main Road o Fax (631)765-9502
P.O. Box 1179 0 '�
Southold, NY 11971-0959 roger.richertla')town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Rabkevich
Address: 800 Cedar Dr City: Mattituck St: NY Zip: 11952
Building Permit#: 37343 Section: 106 Block: 10 Lot: 23
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: as built DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement x Service Only
Commerical Outdoor x 1 st Floor x Pool
New Renovation 2nd Floor Hot Tub
Addition x Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 9 Smoke Detectors 55
Main Panel A/C Condenser Single Recpt Recessed Fixtures 28 CO Detectors
Sub Panel 1-50 A/C Blower Range Recpt Fluorescent Fixture 2 Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 11 Switches 27 Twist Lock Exit Fixtures TVSS
Other Equipment: 1-combination smoke/co detector, 4-paddle fans, 1-exhaust fan
Notes:
Inspector Signature: Date: Feb 14 2013
Electrical Certificate.xls
CERTIFICATION
Date: ✓ /�
Building Permit No. 3 r73 y3
Owner: 30 0L Tjk3K1�y1 C#
(Please print)
Plumber: 3014KI 'RA-61(Ef/C4 COhINC2
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead. -pC.c�M ,
(Plumbers Signature)
Sworn to before me this 15
day of Vic.( 20 \--':t>
CLAUDIA A. HATTON
C� -� / Notary Public, State of New York
No. 01HA6016314
Qualified in Suffolk County. .
Commission Expires November 16, 20N
Notary Public, County
CLAUDIA A. HATTON
Notary r :u�!i -.-!! ,s,Jew York
Nc. _ i 4
OualiL ounty
Commission lzhp„e November 16, 20_
OF SO�jyolo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
XFOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
e
DATE INSPECTOR
r3f so
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
KFOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKSm
i
DATE lo -17-
INSPECTOR {
OF SOUlyolo
Z,
C0UNTi3Oc�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE INSPECTOR
oF soltlpg --
AL
Ir
TOWN. OF SOUTHOLD BUILDING DEPT.
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) .
REMARKS:
4r�-
DATE �� �� INSPECTORS'
3 7:3 OF SOUjHp
h0 �O
h0
�ycOUNT'1,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
1 NSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
JAMES J. DEERKOSKI P.E.
260Deer Drive
Mattituck,NY 11952
(631) 774 7355
Date: May 11, 2007
Re: Pier Inspection
Rabkevich
Cedar Dr.
Mattituck,NY 11952
Permit#32356
To Whom It May Concern:
This letter certifies that the piers that were poured for the deck and porch at the above
mentioned dwelling were done as per plan and meet all state and local codes. Any
questions feel free to call.
S
EOF w
�P y incerely,
0
e J Deerkoski P.E.
z
�0���' 0725�2
�FESSIWAN'
D EC WE
MAY 23 2013
BLDG. DEPT.
TOWN OF SOUTHOLD
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck,N.Y. 11952
(631) 298-7116
Date: November 28, 2007
To: Town of Southold Building Dept.
Re: Framing/ Strapping/Plumbing/Fire Caulk Inspections
Rabkevich
800 Cedar Dr.
Mattituck, NY
Permit# 32356
To Whom It May Concern:
A Framing, Plumbing, Fire Caulking, and Strapping inspections was preformed on the
above property, and it is deemed that all this work was done as per plan and meet all state
and local building codes. A Pressure test was also performed on the entire Plumbing
System. Any other questions please feel free to call.
®V NFL
rZ Si erely
J oip
Jame erkoski
�� .YX 17jli 1it _..P• ��
®FI
Cr
MAY 2 3 2013
BLDG. DEPT.
TOWN OF SOUTHOLD
JAMES J. DEERKOSKI P.E.
260Deer Drive
Mattituck,NY 11952
(631) 774 7355
Date: December 7, 2007
Re: Insulation Inspection
Rabkevich
Cedar Dr.
Mattituck,NY 11952
Permit#32356
To Whom It May Concern:
This letter certifies that the insulation at the above mentioned dwelling was done as per
plan and meet all state and local co es. Any questions feel free to call.
OAF NE
� O
CO a RHO � incerely,
�" 1fl ames J Deerkoski P.E.
ti
0725G
A�OFESS10 '
1
( D C WE
M AY 2 3 2013
BLDG. DEPT.
TOWN OF SOUTHOLD
J
FIST;D'INSPECTION REPORT DATE COMMMENTS
b
d -/ -ap
,.
FOUNDATION(IST)
----------
FOUNDATION (ZND)
0 y
ROUGH FRANIING& i l D� �_ .�
PLUMBING 6
INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS ?
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11
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 4 sets of Building Plans c/
TEL: (631)765-1802 Planning Boar approval
FAX: (631)765-9502 ?�3� Survey
www.northfork.net/Southold/ PERMIT NO. / Check-4- .3 C 23
Septic Form
N.Y.S.D.E.C.
Trustees
Examined / 20 v Contact:Approved 0 Mail to: 10 bo-y 7 d
0 M*17rMC/CK
Disapproved a/c p® N. ,•
Phone: Z/p " �6 7
-._Expirati_o_n 20_Or
c� L''
Building Inspector
15 �C` _'';' APPLICATION FOR BUILDING PERMIT
.�—.=--.:.- .._- _, ---- • ` Date -� 10 20 06
q i 11 F_1i INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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,housing co e,and regulations,and to dmit
authorized inspectors on premises and in building for necessary inspections.
ignature of applicant or name,if a corporation)
?o 'bo X $20 MAIT77 do K NY //9sL
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
oWAI E+R
Name of owner of premises Ja F+1A A . 'RA3 KF 1 C N +�Cf�'TN��c�nl J�r3�GEvrcff
(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. Lo9t00 f la C EDhchRpro2S_9%V rsl will b14A771vG K N ,/ g 9,SL
House Number Street Hamlet
County Tax Map No. 1000 Section 00 Block /0 • GO Lot OZ3. 000
Subdivision Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and intended use and occupanc of proposed construction:
a. Existing use and occupancy / Ff�'/T/L y / $TO R r
b. Intended use and occupancy 00AH 14 )/ / STOW/ ,/
3. Nature of work(check which applicable):New Building Addition V1 Alteration
Repair Removal Demolition Other Work X Z�SEM/-/NGROuAII POL
(Description)
4. Estimated Cost_ /Y/A Fee
(To be paid on filing thi�plication)
5. If dwelling,number of dwelling units .3 Number of dwelling units on each floor .3
If garage, number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
/ it r I'r J. ,r
7. Dimensions of pxistinAstructures,if any:Front 58 —O Rear Depth ✓�6 _O
Height /if —O Number of Stories /
Dimensions o fsameptructure with alterations pr ad c ions: Front J�� "O Rear �g 'O
Depth 42 '6 Height /8 — Number of Stories. /
It r• r ,r i If
8. Dimensions ofpntire W construction:Front /6 —O Rear �g 'O Depth r4 —�
Height /8 — ' Number of Stories /
I i
9. Size of lot:Front 2.30. 80 Rear q0. ZO Depth /SO
10.Date of Purchase 9I 9 9 st Name of Former Owner 1514/7-#
11.Zone or use district in which premises are situated RE i D'f�T/A L
12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO
13.Will lot be re-graded?YES_NO_Will excess fill be removed from premises?YES x NO
14.Names of Owner of premises Address 800 ChA 9 'R. Phone No. Z4746—/67T
Name of Architect AA Address Phone No
Name of Contractor 6t � Address Phone No.
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.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO_-,K—
*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.
STATE OF NEW YORK)
SS:
COUNTY OF 1V
J—O,Yn/ R, Aq,&l C Vi 6'H being duly sworn,deposes and says that(s)he is the applicant
(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.
Sworn to efore me this
7 day of M 114e-# 2006
14J. �"Vj 4v4zl
Notary Public Signature of Applicant
KAROV 71.BOERGESSON
Notary Public,Stats of Mc,.v Yor,:
R,b.01 E'04442180
QurJiBad in&u'E,St C,UgV
TOWN OF SOUTHOLD
NOTICE OF DISAPPROVAL.
DATE: May 22, 2006
TO: John Rabkevich
800 Cedar Drive
Mattituck,NY 11952
Please take notice that your application dated May 15, 2006
For an addition to an existing single family dwelling & accessory swim pool at
Location of property 800 Cedar Drive, Mattituck,NY
County Tax Map No. 1000 - Section 106 Block 10 Lot 23
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this non-conforming 24,075 square foot parcel in the R-40 District, is
not permitted pursuant to Article XXIV Section 100-242A which states;
Nothing in this article shall be deemed to prevent the remodeling,reconstruction or
enlargement of a non-conforming building containing a conforming use,provided that such
action does not create any new non-conformance or increase the degree of non-conformance
with regard to the regulations pertaining to such buildings.
The existing single-family dwelling, on this corner lot, notes a front yard setback to Cedar Dr. of 31'
feet. The proposed addition is indicated at 25'. The required setback is 40'. Pursuant to the
interpretation in Walz (#5309), such additions and alterations will thus constitute an increase in the
degree of nonconformance.
The proposed addition to Miller Road is not permitted pursuant to Article XXVI, Section 100-244,
which states that non-conforming lots, measuring between 20,000 &•39,999 sq. ft. in total size, require
a minimum front yard setback of 35' feet. The proposed setback is 33.75'.
In addition, the proposed accessory semi-inground swim pool is not permitted pursuant to Article III,
Section 100-33 which states: "accessory structures or other accessory uses shall be located in the
required rear yard". The proposed pool is situated in one of the front yards.
Authorized Signature
CC: file, Z.B.A.
TOWN OF SOUTHOLD
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: May 22, 2006
Amended: June 6, 2006
TO: John Rabkevich
800 Cedar Drive
Mattituck,NY 1195f
Please take notice that your application dated May 15, 2006
For an addition to an existing single family dwelling&accessory swim pool at
Location of property 800 Cedar Drive, Mattituck,NY
County Tax Map No. 1000 - Section 106 Block 10 Lot 23
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this non-conforming 24,075 square foot parcel in the R-40 District, is
not permitted pursuant to Article XXIV Section 100-242A which states,
Nothing in this article shall be deemed to prevent the remodeling,reconstruction or
enlargement of a non-conforming building containing a conforming use,provided that such
action does not create any new non-conformance or increase the degree of non-conformance
with regard to the regulations pertaining to such buildings.
The existing single-famildwelling, on this corner lot,notes a front yard setback to Cedar Dr. of 3 F
feet. The proposed addition is indicated at 25'. The required setback is 40'. Pursuant to the
interpretation in Walz (#5309), such additions and alterations will thus constitute an increase in the
degree of nonconformance.
The proposed addition to Miller Road is not permitted pursuant to Article XXVI, Section 100-244,
which states that non-conforming lots,measuring between 20,000 &39,999 sq. ft. in total size,require
a minimum front yard setback of 40' feet. The proposed setback is 33.75'.
In addition, the proposed accessory semi-inground swim pool is not permitted pursuant to Article III,
Section 100-33 which states: "accessory structures or other accessory uses shall be located in the
required rear yard". The proposed pool is situated in one of the front aids.
Amended to correct required setback.
Authorized Signature
CC: file,Z.B.A.
APPEALS BOARD MEMBERS *OF SO Mailing Address:
!/T�,
Ruth D. Oliva, Chairwoman �0� Ql0 Southold Town Hall
53095 Main Road•P.O. Box 1179
Gerard P. Goehringer Southold,NY 11971-0959
James Dinizio,Jr. cry ,c Office Location:
Michael A. Simon fly ^��Q Town Annex/First Floor,North Fork Bank
Leslie Kanes Weisman COUN N,� 54375 Main Road(at Youngs Avenue)
Southold,NY 11971
http://southoldtown.northfork.net - _
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631)765-1809•Fax(631)765-9064 3
E
F
FINDINGS, DELIBERATIONS AND DETERMINATION �irfoLn
MEETING OF AUGUST 17, 2006
ZB File No. 5916—John Rabkevich and Katherine Rabkevich
Property Location: 800 Cedar Drive, Mattituck CTM 106-10-23
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under
consideration in this application and determines that this review falls under the Type II category of
the State's List of Actions, without an adverse effect on the environment if the project is implemented
as planned.
PROPERTY FACTS/DESCRIPTION: The applicants property contains 24,075 square feet and has
frontage along two roadways, 230.80 feet along Cedar Drive and 250 feet along Miller Road (a/k/a
Bungalow Lane). The premises is improved with a single-story dwelling and accessory garage, as
shown on the august 25, 1994 survey prepared by Rampart surveying, P.C.
BASIS OF APPLICATION: Zoning Code Section 100-242A (referring to Interpretation under Walz
Appeal No. 5039) and 100-244, based on the Building Inspector's My 22, 2006 Notice of
Disapproval, amended June 6, 2006 concerning an addition to the existing dwelling which will
constitute an increase in the degree of nonconformance at less than 40 feet from the front yard lot
line and for a swimming pool location in a yard other than the code-required rear yard, at 800 Cedar
Drive (and Miller's Road), Mattituck; CTM 106-10-23.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on July 27, 2006, at which
time written and oral evidence were presented. Based upon all testimony, documentation, personal
inspection of the property, and other evidence, the Zoning Board finds the following facts to be true
and relevant:
AREA VARIANCE RELIEF REQUESTED: The applicants wish to construct an addition with
covered porch at 25' fro the front line adjacent to Cedar Drive and an addition at 31 feet from Cedar
Drive, a deck addition at 338" from the front property line adjacent to a private dirt road (Miller Road,
and an accessory 16' x 32' swimming pool 257' from the front lot line and 31'5" from southerly
property line, all as shown on the 2-27-06 plot plan and construction diagrams prepared by Penny
Lumber.
Page 2—August 17,2006
ZB File No.5916—J.and K. Rabkevich
CTM No. 106-10-23
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
(1) An undesirable change will not be produced in the character of the neighborhood or a detriment
to nearby properties if granted. The property fronts along a private dirt road. The setbacks for the
addition will be similar to setbacks on other properties in the immediate area. The location of the
pool,gives the appearance of a back yard, due to the shape of the property which is not square and
has two front yards and only one side yard.
(2) The benefit sought by the applicant cannot be achieved by some method feasible for the
applicant to pursue, other than an area variance, because the property is more of a V shape than
the commonly found square or rectangular parcels in most areas, with greater length of the north
and east property lines. The shape of the parcel creates difficulty to place any additional
construction to the existing house.
(3) The amount of relief requested is not substantial.
(4) No evidence has been submitted to suggest that a variance in this residential community will
have an adverse impact on the physical or environmental conditions in the neighborhood.
(5) The alleged difficulty has not been self-created because the odd shape if this property would
require some degree relief from the code requirements.
(6) Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of additions and a swimming pool, while preserving and protecting the
character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing
test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by
Member Goehringer, and duly carried, to
GRANT the variance as applied for, as shown on the 2-27-2006 plot plan and construction
diagrams prepared by Penny Lumber.
Any deviation from the variance given such as extensions, or demolitions which are not shown on the
applicant's diagrams or survey site maps, are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current or
future use, setback or other feature of the subject property that may violate the Zoning Code, other
than such uses, setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration
that does not increase the degree of nonconformity.
Vote of the Board: Ayes: - -Memh� Oliva, Goehringer Dinizio, Simon, and Weisman. This
Resolution was duly adopted (5-0).' l
Ruth D. Oliva, Chairwoman 8/30/06
Approved for Filing
' �LECTR'ICA-L.-INSPECT14-.ON- SERVI'CE INC.
-375
P • Ave- ' • _ Y
• i • e •
1
METER POOL
ROUGH #.
A.C.-UNIT .
i
INSPECTORS NAME
APPLICATION.# 0 C-- INSP DATE Lly U I
f
copy or
.r 1-f ro idyl
y c OF CK- wg r4 rT �7
- oF S. ►jT�o�
Town Hal!Annex 4 Telephone(631 a 802
54375 Main Road
P.O.Box 1179 y ro errichert own SO O 1.nVuc
Southold,NY 119714959
��llRl l�
FE8 - 5 2013
BURRING DEPARTMENT
TOWN OF SOUTHOLD BLDG. DEPT.
APPLICATION FOR ELECTRICAL INSPECTION TOWN OF SDUTHoID
REQUESTED BY: JoNN, ��K!✓!l�C �fla/'?�oW111�� Date: Z
Company Name: J S aEel�lzle
Name:
License No.:
Address: 6/5 AIA 1Z1b. IYAIrMUCK
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address: Caf{- -61IV f
*Cross Street: A Vi',
*Phone No.. M • 2 g-167 C�LL: 9'�8- CPA
Permit No.:
Tax-Map District: 1000 Section: z Block: /O Lot: 0Z3
*BRIEF DESCRIPTION OF WORK(Please.Print Clearly) /00.Q bblTla At
(Please Circle All That Apply)
*Is job ready for inspectibn: ES NO. Rough In inal
*Do.you need a Temp Certificate: YES/ NO
Temp Information(lf needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Informafion: PAYMENT DUE WITH APPLICATION
I-6ASE CAA t Pfr- FELL -rO SCff,C�)ULE /A/,5 &Z70kj i
l W/LL NFj�b . 7o (ALOCK 14005E CO-R, VOUIZ !Ns,p
8241equest for lWectlon Form �U«�!�� f�����(� 3 _3
OF so�ryol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G aQ
Southold,New York 11971-0959
�y�OUNT`I,�c�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
FIRST NOTICE
October 20th, 2009
John & Katherine Rabkevich
P.O. Box 420
Mattituck, N.Y. 11952
RE: 800 Cedar Drive (Additions/Alterations)
5CTM: # 1000-106.-10-23
To Whom It May Concern:
Please be advised that your Building Permit # 32356 issued September 12th, 2006 has
expired. According to the Code of the Town of Southold, a Certificate of Occupancy
must be issued before the use of the structure.
To renew your Building Permit's, please submit a fee of $ 759.60: at that time we can
Schedule an inspection by one of our Building Inspector's.
If you have any questions, please call us at 765-1802.
Respectfully,
SOUTHOLD TOWN BUILDING DEPT
oF so�Tyol
Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 G •
Southold,New York 1 1 97 1-0959 �0
, coUNTY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
FINAL NOTICE
February 17th, 2010
John & Katherine Rabkevich
P.O. Box 420
Mattituck, N.Y. 11952
RE: 800 Cedar Dr. (ADDITIONVALTERATIONS)
SCTM: # 1000-106.-10-23
To Whom It May Concern:
Please be advised that your Building Permit # 32356 issued September 12th, 2006 and
has expired. According to the Code of the Town of Southold, a Certificate of
Occupancy must be issued before the use of the structure.
To renew your Building Permit please submit a fee of $759.60: at that time we can
schedule an inspection by one of our Building Inspector's.
If you have any questions, please call us at 765-1802.
Respectfully,
SOUTHOLD TOWN BUILDING DEPT
7��9 082� ❑�a1
7822 ❑51�
pf SOUj�,ol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road cn �r Fax(631)765-9502
P.O.Box 1179 • ��
Southold,NY 11971-0959
COUNTI,N
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
April 8th, 2010
John & Katherine Rabkevich
P.O. Box 420
Mattituck, N.Y. 11952 Copy
Re: 800 Cedar Dr. / Violation
SCTM# 1000-106.-10-23
To Whom It May Concern:
Your BUILDING PERMIT # 32356 for construction of an AbOMON/ALTERATION
has been referred to me because you have not responded to requests to obtain
your Certificate of Occupancy as required by Southold Town code.
Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected
shall be used or occupied in whole or in part until a certificate of occupancy shall
have been issued by the Building Inspector."
Therefore, you have ten days from the receipt of this letter to submit a check
made out to the Town of Southold in the amount of $759.60: to renew the building
permit, or legal action will be taken against you. Should you have any questions, call
the building department between the hours of 8:00 a.m. and 4:00 p.m.
Respectfully Yours,
Damon Rallis, Zoning Inspector
Southold Building Department
7008 0150 013132 7316 6606
Tuesday,May 21,2013
Mike Verity,
Enclosed you will find my application and associated paperwork for my Certificate of.Occupancy
for your review.Please have one of your inspectors contact me on my cell phone#631-978-6212 to
schedule an inspection date.I will have to take time off from work to let them into my house for the
inspection.I also have photographs of all inspection items installed per code during construction if needed
upon request.I have enclosed letters of inspection performed by Jim Deerkoski for reasons of
convenience during my construction.Also enclosed is a(3)sets of plans showing minor revisions that I
made during construction as to document them as an official record with the town and the inspector. I
appreciate all the help and professionalism that your staff has given me during my project.
Best Regards,
John Rabkevich
North Fork Draft LLC
E V E
D
MAY 2013
BLDG.DEPT.
TOWN OF SOUTHOLD
—�'%724111W.MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING.
I T I I SUFFO LK COUNTY CLERK 2
---j E;119 21, '14EGORDES
UP# 116951h2tiG
Number o I pages SEP ZZ 3 cn P11 '911
sr it-�
IQIUtEl NS ED101AFM r, ['10 iVA1 H E
Serial# SEP 22 M4 CLEi{is OF
SUFFOLK � OUHTY
Certificate# WfAX M9
-OLK
Prior Ctr#
Deed I Mortgage Instrument Deed I Mortgage Tax Stamp Recording Filing Stamps
4 FEES
Page I Filial;Fee Mortgage Amt.
Handling 1.Basic Tax
TP-584 2.SONYM.A
Notation Sub Total
EA-5217(County) Sub Total 3.Spec./Add.
EA-5217(State) TOT.MTG.TAX
cc
R.P.T.S.A. Dual Town Dual County_
Held for Apportionment
Comm.of Ed. 5 . 00 11�7(
Transfer Tax �7 ..
Affidavit Mansion Tax
Certified Copy The property covered by this mortgage
is or will be improved by a one or two
Sub Total -16 family d
Reg.Copy welling only.ry YES or NO
Other GRAND TOTAL. 70 If NO,see appropriate tax clause on
page# or this instrument.
Real Properly Tax Service Agency Verification Title Company Information
Dist Section Block Lot
TM
Alahknee' 77�6,
ffif i
I Company Name
c -Z- 1/5 77
u. Title Number
FEE PAID
Y-
kL Chargc�.
5
Cash Check
Kxu am
P, 6 1 Be x 5T
1"W ?
OR:
Payer same as R&R
Z'AlXleth?I�J 7.17'-6—
RECORD&RETURN TO
DR
Suffolk County Recording .& Endorsement Page
This page forms part of the attached 0—Ka made by:
(Deed,Mbilgage, etc.)
The premises herein is situated in
S177A SUFFOLK COUNTY,NEW YORK.
O hi the TOWN of
In the VILLAGE
//?el 16/1 or HAMLET of . MaIll&zl/r
1O)r-3
to—Fsecv e.Deed—WMd.1 or Corp"ntfm'(elegy-heel)
t'
-,)NSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY.
THIS INDENTURE, made this /01day of September,nineteen hundred and ninety-four
BETWEEN
ROSEMARY RUNKEL,as Executor of the Estate of Anna M.Smith,
-residing at
Cozy Lane,P.O.Box 210
Shelter Island Heights,NY 11965
as executor of the last will and testament of
ANNA M. SMITH late of
Mattituck,NY
who died on the 26th day of January, nineteen hundred and ninety-four
party of the first part,and
JOHN A. RABKEVICH & KATHERINE P. RABKEVICH, being
married to each other,
residing at
113 Breakwater Road,P.O.Box 420
Mattituck,NY 11952
party of the second part,
WITNESSETH, that the party of the first part to whom letters testamentary were issued by the Surrogate's Court,
Suffolk County,New York on February 16, 1994 and by virtue of the power and authority given in and by said last
will and testament,and/or by Article 11 of the Estates,Powers and Trusts Law, and in consideration of
One'Hundred Nineteen Thousand and no/100 ($119,000.00)
dollars,
paid by the party of the second part,does hereby grant and release unto the party of the second part,the distributees or
successors and assigns of the party of the second part forever,
ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and
being in the at Mattituck,Southold Town,Suffolk County,New York,known and designated as Lots Numbers 17, 18
and 19 on Map entitled, "Map of Property of Mattituck Development Company,Inc.,Mattituck,Long Island"made by
Daniel R.Young,Surveyor,Riverhead,.New York,dated December, 1922 and filed in Suffolk County Clerk's Office
on May 1, 1923 under file no.776,said lots,when taken together as one parcel,being more particularly bounded and
described as follows:
BEGINNING at the comer formed by the intersection of the southwesterly side of Cedar Drive,and the northerly
side of Millers Road; -- -
RUNNING THENCE South 83 degrees 09 minutes West, along the northerly side of Millers Road, eet;
THENCE North 50 degrees 00 minutes West,90.20 feet;
THENCE North 40 degrees 00 minutes East, 150.00 feet to the southwesterly side of Cedar Drive;
Dist. THENCE South 50 degrees 00 minutes East,along the southwesterly side of Cedar Drive,230.80 feet to the point
1000 or place of BEGINNING.
Sec.
106.00 BEING AND INTENDED TO BE a portion of the premises conveyed to Anna M.Smith by deed from Robert Holland
Block dated August 20, 1962 and recorded in the Suffolk County Clerk's Office on August 21, 1962 at Liber 5217 Page 582.
10.00
Lot TOGETHER with all right,title and interest,if any, of the party of the first part in and to any streets and roads
023.000 abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances,and also all
the estate which the said decedent had at the time of the decedent's death in said premises, and also the estate therein,
which the party of the first part has or has power to convey or dispose of,whether individually,or by virtue of said will
or otherwise; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the
distributees or successors and assigns of the party of the second part forever.
AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the
said premises have been encumbered in any way whatever,except as aforesaid.
Subject to the trust fund provisions of section thirteen of the Lien Law.
The word"party" shall be construed as if it read"parties"whenever the sense of this indenture so requires.
IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above
written.
IN PRESENCE OF:
,KVSFALARY RUNKEL, Executor of the
Last WM & Testament of
ANNA M. SMITH
7—
SURVEYED FOR:-_Jo,, kl �C,4Ti�-/yE�/C/E Q �,4,BA::�E V/CAl
LOCATED AT 11,14TT/ TUCK. TOWN OF SOG/T"NoL-O SUFFOLK COUNTY N.Y.
S LOT /
MAP OF /1-'14T7-/TUC. ,C7�//ELo�p�lEtJT Co,pP, CO. CLK. NO. FILED/ ,d/
SCALE 1" =4i 0 '
SUFFOLK CO. TAX MAP DATA:-
DIST. /000 , SEC. /0�.00
BLK./0.00 LOT 0��.000 C eCDA )E:T [—)/-T/ \/E
oFFsaS FROM STRUCTURES 'ff 50'00 c
' T 3 ��3 o.8 0
uc cs 3 3'��-�
TO REL.ATINE-BOUNORY LINES
ON SURVEY, ARF FOR A O
SPECIFIC USE ONLY, AND O O
SHOULD NOT BE USED FOR m
0 �o
CONSTRUCTION OF FENCES s e o 2
OR OTFIER STRUCTURE'S. � ss '+ 0 � / sry,o
4 2 F2. o
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w SEAL.
vcr-'s 1991 nb SURVEYED d 1<�. Zs, 1994 BY
co
i s as
Y RAMPART SURVEYING P.C.
o e YO •• s
BOX 377
✓����®�o`„•••••••�• �®�`�,� JAMESPORT ., N Y. 11947
NYS LIC. 34408 FILE NO.
z �Y.�Y,
DRAWN BYf. jy
CEDAR DRIVE
MON. S 500 000 E 230.80 MON. ��TT N
FD.1 FD. 1+!1
O -H
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- 54.0
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FR&BLK F o ::D
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Y a_
JOHN A. & KATHERINE P. RABKEVICH
10.o I LOCATED: MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY NY
W a LOTS;' 17, 18 & 19 z
o sxED MAP OF MATTITUCK DEVELOPMENT CORP. CO. CLK.NO. 776 FILED MAY 1, 1923 =
o I O0
°:O I SCALE: 1" =.30'4'
O
Z �'o SUFFOLK CO. TAX MAP DATA:
DIST. 1000 SEC. 106.00 ��OF NEw
BLK. 10.00 LOT 023.000 �P S 5. DFF yo DRAWN: J ROM
N 500 00 , W MON. `1 Q� P SCALE: 1"= 20'-0
FD.
.INFORMATION TAKEN FROM, * �� JOB . 104
""3 _ Of DATE: 5-14-2013
SURVEY DATED AUG. 25 1994 Y;: w
-Z % cc, SHEET NUMBER:
BY RAMPART SURVEYING P.C. _ -d
NYS LIC. 34408 FILE NO. 13980 oA 2 °�
PLOT SURVEY AND CURRANT EXISTING CONDITIONS R°FEssio p s
DOCUMENTED BY NORTH FORK DRAFT LLC
-1 OF 1.
1 1
ENERGY CODE CALCULATIONS CHAPTER5 SECTION 501
Detached One and Two Family Design Criteria 5750 Degree Days
(For Non-Electric Heat) Zone 11B
For: Per: J. P4 6 k{✓lam�
800 4a n l t
M k' Dated: 3 ,3 °4
SUBSYSTEM AREA DESIGN CODE DESIGN CODE
"U" "U" UA UA
Exterior Walls f U 2 �, d, 121 9 0.14 ! 21 63 173• Q 6
Ceiling Roof 6 j 0.U 3 0.031 Z 6 . 3 Z 9, 7!
Floor Over Unheated Space 0.05 Lleg' d q e, o S
Heated Slab On Grade 6.5
Unheated Slab On Grade 4.5
Basement Wall 0.1
Crawl Space Wall 0.06
NOTES: 2 o I, 7/ 25'1 ,� v
Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage
Building Envelope Systems to meet requirements of Section 501
The mechanical systems and equipment including:
HVAC Equipment,HVAC Systems,Duct Systems, Ventilation Systems and Insulation of Piping Systems to meet
requirements of Section 503
Service Water Heating Systems &Equipment to meet requirements of Section 504
Electrical&Lighting Systems&Equipment to meet requirements of Section 505 AS
� y1
To the best of my knowledge,
03
belief, &professional judgement, . °�,�o 22FA'1 .'I
these plans are in compliance
with the code.
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DRANN: JOHN R.
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GO CARBON MONOXIDE DETECTOR EX 15T I NG ADDITION
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SCALE: 1/4"=I'-O"
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DATE: 2-2"7-2006 a
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150.00 N 400 000 E 10'—O" CEILING HIGHT SCALE: N.T.5.
VAULTED CEILING LINE JOB #: 104
DATE: 2-21-2006
SITE PLAIN LOT : 24,075 SQ FT �-O CARBON MONOXIDE DETECTOR SHEET NUMBER:
N.T.S. TOTAL EXISTING HOUSE & GARAGE : 1,341 SQ FT
TOTAL ADDITION WITH DECK & ENTRY'S : 1,661 SQ FT SD SMOKE DETECTOR
TOTAL SEMI INGROUND POOL : 480 SQ FT
TOTAL LOT COVERAGE: 3,380 SQ FT +' `• NEW POURED CONCRETE"' �.s. ; POOTING, SLAB
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PROPOSED FOUNDAT I ON / FRAMIN6 PLAN
JOB #: 104
SCALE: Y4" = 1 '-0
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DATE: 2-27-2006
SHEET NUMBER:
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EXISTING CON5TRUCTION TO REMAIN Q O
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CEILING HICGHT tU
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DRAWN: JOHN R.
PROPOSED FLOOR/f=RAMIN& PLAN SCALE: 1/4"=I'-o"
JOB #: 104
SCALE: Y4" _ V-O" DATE: 2-2-1-2006
SHEET NUMBER:
NOTE :
ALL NEW HEADERS FOR WINDOWS, DOOR5
ui
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50ALE: 1/4"=I'-O"
JOB #: 104
" ` "' DATE: 2-2-I-2006
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DRAWN: JOHN R.
50ALE: AS NOTED
JOB #: 104
1 � � DATE: 2-27-2006
.. SHEET NUMBER:
6 90FtssVaA �
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24 -O \
O I i MUD ROOM i i i REMOVED l i i l i I I i FOUNDATION TO BE REMOVED �[ �.
1 1 i l l MUD ROOM TO BE i I I i l
I II II I I O
�- ------------------ -j !�
10'-211 1 Z
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EX15TIN& FLOOR PLAN �
EXISTNO FOUNZ�A,TiCN PLAN �
SGALE: Y4" = I'-O" � � � p✓_
sGALE: Y 4"
3: 1J-
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LEGEND _
CD X
EXI5TIN6 CONSTRUCTION TO REMAIN <
__________________ EXI5TIN6 CONSTRUCTION TO BE REMOVED
NEW INTERIOR OR EXTERIOR'. WALL
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EXISTING WINDOW TO REMAIiN DRAWN: JOHN R.
SGALE:
CEILING HIGHT JOB #: 104
VAULTED GEILIN6 LINE DATE: 2-21-2006
E R
EXISTING WINDOW TO BE REt'MOVED SHEET NUMBER:
SD SMOKE DETECTOR
' NEW POURED CONCRETE FOCOTING, SLAB
6 OF 11
0
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EXISTING ROOF EXISTING ROOF �
CONSTRUCTION TO CONSTRUCTION TO >
BE DEMOLI51-IED BE DEMOLISHED w
MUD ROOM TO
BE DEMOLISHED
_ MUD ROOM TO
BE DEMOLISHED
8 00 8
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EXISTING NORTH ELEVATION EXISTING SOUTH ELEVATION- LL
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SCALE: Ya" = I'-O" SCALE: Ya" = 11-0"
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EXISTING ROOF EXISTING ROOF �L
CONSTRUCTION TO EXISTING ROOF EXISTING ROOF CONSTRUCTION TO v
BE DEMOLISHED CONSTRUCTION TO CONSTRUCTION TO BE DEMOLISHED �
REMAIN REMAIN � Z
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BIT= 00I J L- I I -J L--J L 3: x
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EXISTIN6 EAST ELEVATION EXISTING WEST ELEVATION
SCALE: Ya" = P-O" SCALE: Ya" = I'-O" DRAWN: JOHN R.
SCALE: I/4"=I'-O"
JOB #: 104
DATE: 2-21-2006
SHEET NUMBER:
7
7 0F 11
� O
(GENERAL CONSTRUGTI ON NOTES GENERAL FRAM I NG NOTES Q
QO
I. The information on this set of construction documents is to relate basic design intent and framing details. They are intended I . All Walls, 2x4 and 2XC, to be stud grade or better IC" o/c. All other framing material to be
as a construction aid, not a ;substitute for generally accepted good building practice and compliance with current New York #2 dougIas f it Or better. Uj
state building codes. The general contractor is responsible for providing standard construction details and procedures to Z
ensure a professionally finished, structurally sound, and weatherproof completed product. 0
2. All wood framing in contact with concrete or masonry to be pressure treated. �
2. General Contractor to coordinate all sub contractors, scheduling of work, and interaction between trades.
5. Provide double floor joists under all walls parallel to floor joists an direction unless �
for ensuring that all work and construction meets or exceeds current federal, state, '� J p
3. The general contractor is� responsible g otherwise specified. �
and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this
building and should be adhered to even if they are in variance with the plan. 4. Provide x-bracin or solid blocking at a maximum of 5'-O" o/G for all dimensional lumber floor
g g
4. Dimensions shall take precedent over scale drawings (do not scale drawings). Joists.
5. The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating
5. Floor construction: ?" tongue and groove I wood subf loot. Finished material to be applied
with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety over subf loot. CGI Ue and SGreW I WOOd decking
t0 f IOOr �OIstS. pp
precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the p y g
use of these plans.
6. All window and door headers to be minimum (2) 2x10 unless otherwise specified. All interior
b. Refer to floor plans, exterior elevations, and window schedule for types and sizes of windows. All windows to be Andersen
high performance quality or approved equal.
headers to be (2) 2x10 unless otherwise specified.
7. Door and window headers to align unless otherwise noted. e-7. Provid full solid blocking under all bearing Nails.
�
8. General contractor is to ensure that masonry and prefabricated fireplace construction meets or exceeds all manufacturer's 1L1
specifications and applicablle codes. 8. All beams to have adequate bearing at each end or as specified. Q
ci. General contractor to consult and coordinate with the owner and the plans for all built in items such as bookcases, shelving, r-1. Al I flush beam and Joist intersections t0 have galvanized hangers. Q m
pantry, closets, etc.
r
on all floors and in each bedroom, verify with local code 10. Typical exterior Nails and roof to be sheathed with %" exterior grade plywood or E_
10. Provide hardwired smoke detectors, with battery backup, y
It
requirements as per Sectioin R517, New York State Residential Construction Code. Install carbon monoxide detectors as per plywood, group 1, APA rated. PIyWOOd t0 span over all plates and headers. X z r
code. �/ v
11 . Provide insulation baffles at eave vents between rafters. j� o �
GENERAL FOUNDATION NOTES C� < o
12. exterior flashing to be correctly installed at all connections between roofs, walls, chimneys, p� a
I. Generdl contractor to review plans, elevations, and details to determine intended heights of finished floor(s) above typical grade. projections, and penetrations as required by approved construction practices. O
1�-
2. All footings to rest on undisturbed soil. 15. General contractor to provide adequate attic ventilation and roof vents.
5. Provide ?" expansion Joint material between all concrete slabs and abutting concrete or masonry walls occurring in exterior or
p 14. Provide appropriate sof fit vent! lotion at overhangs. Q
unheated interior areas.
4. concrete on 4" sand or gravel fill minimum, with bxb - 10/ 10 wire mesh reinforcing. Interior slabs to be placed on b mil. stabilized
polyethylene vapor barrier..
GENERAL WIND PROTEGT I ON CONNECT I ON NOTES
5. Provide crawl space ventilation per local code requirements. Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-(ICI and ICIC15
SBG High Wind Edition Wood Frame Construction
(b. General contractor to install cop-r-tex (or copper) sheet metal termite shields betw een all wood surfaces that are exposed to
Fasteners and Connectors for Wood Frame Construction
concrete or masonry surfaces.
7. Dompproof exterior of foundation with a bituminous coating as per code and soil conditions. J. A continuous load path between footings, foundations wails, floors, studs and roof framing shall
be provided.
(GENERAL FLOOR PLAN NOTES
2. Approved connectors, anchors and other fastening devices not included in the Standard
I. Dimensions shall take precedent over scale drawings (do not scale drawings). Building Code, Table 2506.1 shall be installed in accordance with manufacturer's
recommendations. �
2. All interior walls to be covered with ? gypsum board with metal corner reinforcing. Tape, float, and sand (3 coats).
sum board at ara a side with 5'-O" return on adjacent 5. Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject z O
3. Nails common to garage and house to have a layer of 5/5", fire rated gyp g g to salt corrosion in costal areas, sha I l be stainless stee I or hot dippedgalvanized. z kbZ
walls and ceiling. Manufactured lumber requires 2 layers of 5/8", fire rated gypsum board. pp Q z
LU all tale set on v I- Q
4. All bath and toilet area walls and ceilings adjacent to wet areas to have water resistant gypsum board, or w 4. Where Windows and doors interrupt wood structural panel sheathing and siding, framing
O - Q
wonderboard or equal. anchors or connectors sha l I be provided at the top and bottom of Gripp le studs, header studs, a z
and at least one stud at each side of opening. Q Z
GENERAL PLUMBING NOTES � Q
5. Ridge straps shall be attached to each pair of opposing rafters except where collar ties of
Ix( or 2x4 lumber is located in upper third of attics ace and attach to each air of rafters. v
I . Plumbing subcontraictor to be responsible for adhering to all applicable code and safety pp p p -
re uirements. lo. Uplift connectors shall be provided at each rafter bearing. >
q, p
1
2. If wall plates or Jjoists are cut during the installation of plumbing fixtures or equipment -T. Floor to f loor hold-downs to be provided every 45, and every IC " within 4' of exterior �
provide, bracing to tie framing back together. corners.
p g g g �
TEM NOTES 5. Sill Plate to Foundation Anchorage : Sill plate shall be anchored to the foundation with
GENERAL HVAC S`i'S anchor bolts having a min. bolt diameter of 5/5" and 5" x 5" x 1/5" washers. A minimum of one
tractor is responsible, for adhering to all a livable codes and safety anchor bolt shall be provided within C to 12 inches of each end of each plate. Anchor bolts
1 . Mechanical subcon p g pp y shall have a minimum embedment of -7 inches in concrete/ masonry foundations. Anchor bolts DRAWN: JO E R.
requirements. shall be located within 12 inches of corners and at spacing not exceeding 4 feet on center. SCALE: NONE
JOB #: 104
2. HVAG subcontractor t0 fully coordinate all system data and requirements with the equipment _ DATE: 2-27-200b
It
SU I ier. SHEET NUMBER:
pp
ubcontractor to provide, finals stem layout drawin and submit it to general
�. H�IAC s p y y g ,
Cy ,
AA
contractor, owner, and equipment supplier for final review and approval . �o °322 �
8 OF 11
6; o
FLAN CONTENTS : ROOF FRAKNr.—.; NAILINC:7 SCHEDULE : FLOOR SHEATH I NCB NA I L I NCB SCHEDULE : R
OGGUPANCY CLASSIFICATION R3 RE51DENTIAL o
BUILDING USE SINGLE FAMILY DWELLING
JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES JOINT DESCRIPTION NAIL QUANTITY NAIL 5PAGIN6 NOTES
BU I LP I NG HE I GHT I8'-4" RAFTER TO TOP PLATE 8'� WALL; 3-SD COMMON EACH RAFTER TOE NAIL STRUCTURAL PANEL SD COMMON (6 O.G. EDGE NONE
TOTAL SQ. FT. OF CONSTRUCTION 1030 50. FT. 10 WALL; 4-SD COMMON I OR LE55
12 O.G. FIELD Z
DESIGN CRITERIA PR.ESCR I PT I VE AS PER N.Y.5. RESIDENTIAL CONSTRUCTION CODE AND GE I L I NG JOIST 8' WALL; 3-8D COMMON EACH JOIST TOE NAIL
IcI15 550 HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL TO TOP PLATE 10' WALL; 4-5D COMMON NOTES 0
FRAMING ELEMENTS AS PER FLOOR PLANS, OR055 SECTIONS AND GENERAL NOTES CEILING JOIST TO AS PER TABLE 5.1 EACH LAP FAGS NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY. kD
EXT. BALCONIES 60
PARALLEL RAFTER WFGM SBG I). NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED -
GE I L I NG JOIST LAPS AS PER TABLE 3.� L D 6 ON CENTER AT THE
DECKS 40 OVER PARTITION WFGM - SBG EACH LAP FACE NAIL PANEL EDGE. IF WALL SHEATHING 15 NAILED 3 ON-CENTER AT THE PANEL EDGE TO
ATTICS NO STORAGE ID AS PER TABLE 3.4
OBTAIN H 1 GHER SHEAR CAPACITIES, NAILING REQU I REMENT5 FOR STRUCTURAL MEMBERS DESIGN LOAD CALCULATIONS ATTICS WITH STORAGE 20 COLLAR TIE TO RAFTER WFGM - 550 EACH END FACE NAIL SHALL BE DOUBLED OR USE ALTERNATE CONNECTORS SUCH AS SHEAR PLATES, SHALL BE
(LIVE LOAD5 P5F) USED TO MAINTAIN LOAD PATH
ROOF (GROUND SNOW LOAD) 45 BLOCKING TO RAFTER 2 - SD COMMON EACH END TOE NAIL 2)• WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED
ROOMS (OTHER THAN SLEEPING) 40
NUMBER OF NAILS SHALL BE PERMITTED TO REDUCED TO I- 16D NAIL PER FOOT.
ROOMS (SLEEPING) 30 RIM BOARD TO RAFTER 2 - I&D COMMON EACH END END NAIL
5TA I R5 40
GUARDRAILS (ANY DIRECTION) 200 Y NALL FRAM I NCB NALINC—; SCHEDULE :
EXPOSURE CATEGORY
LOAD PATH SEE CONSTRUCTION AND WIND PA rH CONNECTION DETAIL PAGE JOINT DESCRIPTION NAIL QUANTITY NAIL 5PAGIN6 NOTES z
(ROOF - FOUNDATION) AND GENERAL NOTE PAGE
NAILING SCHEDULE SEE GENERAL NOTE SHEET TOP PLATE TO TOP PLATE 2 - I&D COMMON PER FOOT FAGS NAIL ts)
EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE SEE NOTE: I
T �
PLUMBING RISER D I AGRAH SEE RI 5ER DIAGRAMTOP PLATE AT
PLANS INTERSECTIONS
PLATE
OT 4 - 16D COMMON JOINTS EACH SIDE FACE NAIL Q
FIRE PROTECTION
(SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS STUD TO STUD 2 - I(6D COMMON 24" O.G. FACE NAIL m
TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION I6" O.G. Z
ENERGY CALCULATIONS RE50HECK 3.6 RELEASE IA HEADER TO HEADER 16D COMMON ALONG EDGES FACE NAIL
LL
TOP OR BOTTOM 2 - 16D COMMON PER 2X4 STUD X z
PLATE TO STUD 3 - 160 COMMON PER 2X6 STUD END NAIL
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BOTTOM PLATE TO FLOOR Q — lu
JOIST, BAND JOIST, 2 - 16D COMMON- PER FOOT FAGS NAIL
SEE NOTE 12
END JOIST OR BLOCKING : , 2O
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T 1 G C�E0C�RAFH I Co, DES 1 CAN CR I TER I A : L
G1.._ I1�I'A u-
GROUND WIND SEISMIC FROST I WINTER ICE5HIELD FLOOD FRAKN67 NAILINO C..��iLl� U1._. : {-
SNOW SPEED DE51 GN WEATHERI NG LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
JOINT DESCRIPTION NAIL QUANTITY NA I L 5PAG I NG NOTES
45 L55. 120 B S. EVERE 5 FT. MODERATE SLIGHT TO II NONE NONE Z
TO HEAVY MODERATEI JOIST TO SILL, 4 - 8D COMMON PER JO I ST TOE NAIL
TOP PLATE OR G 1 RDER
BRIDGING TO JOIST 2 - 8D COMMON EACH END TOE NAIL
BLOCKING TO JOIST 2 - SD COMMON EACH END TOE NAIL
ROOF SHEATH I NCB REGU I REMENTS FOR KNI:;) LOA� J : BLOCKINGTO SILL 3 - 16D COMMON EACH BLOCK TOE NAILZ OR TOP PLATE
RAIL 5PAGING NAIL 5PAGING AT INTERMEDIATE NOTES LEDGER STRIP TO BEAM 3 - 16D COMMON EACH JOIST FACE NAIL
SHEATHING LOCATION AT PANEL EDGES 5UPPORT5 IN THE PANEL FIELD
4' PERIMETER EDGE ZONE Sd COMMON 6" O.G. ad COMMON @ 6" O.G. SEE NOTES: I, 3 JOIST ON LEDGER j o
„ SEE NOTES: I (BOTH FIELDS) TO BEAM 3 - SD COMMON PER JOIST TOE NAIL —
INTERIOR ZONE Sd COMMON � 6 O.G. Sd COMMON @ 12 O.G. NOTE: 2 FOR PANEL FIELD —
GABLE ENDWALL RAKE BAND JOIST TO JOIST 3 - 16D COMMON PER J015T END NAIL
AND RAKE TRUSS Sd COMMON @ 4 O.G. Sd COMMON @ 4 O.G. SEE NOTES: I, 5
BAND JOIST TO 2 - 1(oD COMMON PER FOOT TOE NAIL
SILL OR TOP PLATE SEE NOTE: I
CIL
NOTES z z
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY. ROOF SHEATH I NC-� NA I i NCB SCHEDULE : v O z
1). FOR ROOF SHEATHING W I TH II N 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH
OF THE ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENTS REQUIRE SHALL BE USED. p — � �
SIDE JOINT DESCRIPTION NAIL QUANTITY NAIL 5PAGING NOTES
2). TABULATED 12 INCH O.G. NAIL 5PAGING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 FRAMING
a z
MEMBERS WITH 6>0.4a. FOR: FRAMING MEMBERS WITH <0.42<6<0.4c{, THE NAIL 5PAGING SHALL BE STRUCTURAL PANEL SD COMMON AS PER TABLE 5.5 NONE
REDUCED TO (o INCHES O.G. WFGM - SBG
3). TABULATED 4 INCH O.G. NAIL 5PAGIN6 ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING
MEMBERS WITH 6>0.41. FOR: FRAMING MEMBERS WITH <0.42<6<0.4ci, THE NAIL 5PAGIN6 SHALL BE o
REDUCED TO 3 INCHES O.G. CE I L I NCB SHEATH I NC NA I L I NCB SCHEDULE :
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JOINT DESCRIPTION NAIL QUANTITY NAIL 5PAGING NOTES
WALL SHEATH I NCB REGU I REMENTS FOR KND LOADS : G -1" O.G. EDGE �-
YPSUM WALLBOARD 5D COOLERS 10" O.G. FIELD NONE
SHEATHING LOCATION NAIL 5PAGING NAIL 5PAGING AT I NTERMED I ATE NOTES
AT' PANEL EDGES SUPPORTS IN THE PANEL FIELD
SEE NOTES:I, 3 (BOTH FIELDS)
INTERIOR ZONE NOTE: 2 FOR PANEL FIELD
WALL SEA I H ( N� NA I L I NO 5CHEDUL=
8d COMMON � 6 O.G. Sd COMMON � 12 O.G.
4' PERIMETER EDGE ZONE 8d COMMON 9) 6" O.G. Sd COMMON @ 12" O.G. SEE NOTE: 3
JOINT DESCRIPTION NAIL QUANTITY NAIL 5PAGING NOTES
DRAWN: JOHN R.
NOTES AS PER TABLE 3.1 -� 50ALE: NONE
STRUCTURAL PANELS SD COMMON NONE s�F r.x-�ti- y,
THE5E NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY. WFGM - SBC
JOB #: 104
E CORNERS THE 4 FOOT EDGE ZONE ATTACHMENT 7 6D COMMON 3�� O.G. EDGE NONE DATE: 2-21-2006
1). FOR WALL SHEATHING WITHIN 4 FEET OF TH r(6 05B PLYWOOD
EQU I REM ENTS SHALL BE UBED. 6 O.G. FIELD
R
SHEET NUMBER:
2). TABULATED 12 INCH O.G. NAIL SPACIN(5 A55UME5 SHEATHING ATTACHED TO STUD FRAMING MEMBERS GYPSUM WALLBOARD 5D COOLERS -7" O.G. EDGE
10" O.G. FIELD NONE
< THE
< < 9
WITH G>0.4ci. FOR FRAMING MEMBERS WITH 0.42 G , THEN AI L 5PAGING SHALL BE AB
REDUCED TO 6 INCHES O.G. CFESS10
1 ✓
5). FOR EXTERIOR PANEL 51 D I NG, GALVAN I ZED BOX NA I L5 SHALL BE PERMITTED TO BE USED TO BE
SUBSTITUTED FOR COMMON
NAILS.
9 OF 11
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CONNECTION USP (PRODUCT NUMB I- Q
A RAFTER/RIDGE/RAFTER WITH CT* RS250 21" Q
RAFTEP/RIDGE/RAFTER WITHOUT CT RS250 21" + LSSH179 Q Q
B RAFTER/PLATE/STUD RT20
RAFTER/PLATE RT16 or(2) RT7
PLATE/STUD RS250 18"
Z
C HEADERISTUD RT3 Q
HEADERIJACK STUD RS250 12"
D FLOOR TO FLOOR KLFTA or RS250 36" >
E STUDIPLATE/SILL RS250 36" ILI
STUDf PLATE RS250 16"
PLATE/SILL MP6F
F ANCHOR BOLTS STB116
G POST ANCHOR FOR DECKS PAU SERIES
POST ANCHOR FOR COVERED PORCHES rBF SERIES
fi 1X6 OR 2X4- 15' 0IC COLLAR 11ES MIN.
W I N D 0 W AND DOOR SC HEDULE
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■e V
amb
A 5 TW 2846 (bE ) DO U B LE -H U N G 5 .03 8 . 98 1 0 4 26 .9 -28 . 1 30
B TW 24310 DO U B LE -H U N G 3 .64 6 . 37 1 0 4 25 .9 -28 . 1 30
C TW 2831 0 DO U B LE -H U N G 4 .2 7 .48 1 0 4 25 .9 -28 . 1 30 C,
D C X 1 3 5 CASEMENT 6 .4 6 . 8 10 4 25 .9 -28 . 1 5d
E FW G 6061 1 GLIDING PATIO DOOR 15 .31 24 . 86 50 4 23 .2 -25 .4 40kb
m
F FWSL13611 FIXED SIDELIGHT 0 2 . 96 1 10 4 25 .9 -28 . 1 70 _
G FW G 5061 1 G LID IN G PATIO DO 0 R 12 .04 19 . 36 20 5 24 .7 -32 .4 45 Z I Ory
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ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED E 0 U A L
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NOTE .
DESIGNED ASA PARTIALLY ENCLOSED STRUCTURE _ _ .. _ � . _ _ _ . . . . __. ...._ ._._.--.... _ ..� _-.. .__. .__.._.' � a < O
F RAFTER p-
'CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B * ., MUST HAVE D P UP
_.... _ _._ . _ . .. . ......... . . .._-._.__.-•- _ _. __. GRADE K IT ,
LL
RAFTER ICOEFFICIENT 1 . 0 W IT 120 m ph BASIC W IN, D SPEED . AS PER E M EETS NY STATE EG RES S REQU IREM ENTS
;TABLE R 301 .2 (2 ) NEW Y 0 R K STATE BUILDING CODE . ' FOR HABITABLE SPACE . USP RT16 OR(2)R17
i ° CUSTOM GRILLES - SEE ELEVATIONS TOP PLATE
Q�
TOP PLATE
USP RT20
• WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REM 0V1EABLE 5 /8 WOOD STRUCTURAL PANELS USP RS250 AT 18" O
WITH MAXIMUM OF 8 '-0 " SPAN . FASTENERS FOR SPANS UP TO 6 '-0 " SHALL BE 2 1 /2 - # 8 1W00D SCREWS AT 16 " O /C , FASTENERS !,,
WALL STUD
WALL STUD FOR SPANS UP TO 8 '-0 " SHALL BE 2 1 /2 " - # 8 AT 12 " O /C . TABLE 301 . 2 . 1 . 2
ALL NARROLINE WINDOWS MUST USE :
1 /2 " HEIGHT SILL STOP (OR STOOL ) AND THE ADDITION OF A 1 /2 " X 3 /4 " DP UPGRADE SILL STOP . (SILL STOPS TOTAL A 1 -1 /4
HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP ' . ; ' GRADE SILL STOP KIT . )
B RAFTER/PLATE/STUD �BRAFTER/PLATE PLATE/STUD
ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED , ANY MULLED UNITS MUST MEET OR EXCEED
1 . 5 TIMES ThE DESIGN PRESSURE REQUIRED AND MUST T-RANSFER L0AD_.S 'TO THE ROUIGH OPENING SUBSTRATE • ALL EXTERIOR
GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE REviIDENTIAL +CONSTRUCTION CODE .
REFER TO SECTION ' R' 1609 . 1 .4 FOR ALTERNATIVE OPENING PROTECTION .
I-
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RIDGE POST < 0
RAFTER 9
USP RS250 AT 21 USP CBE '
w -7 F- LL
P.C. FOOTING •. �� F.0 Q -
2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD �Pq0! rss Q��,�� 1 Q Lu
1ST.FLOOR WALL STUD 1ST.FLOOR WALL STUD d / y O-
0)
A RAFTER/RIDGE/RAFTER WITH CT 2ND.FLOOR PLATE 2ND. FLOOR PLATE G POST ANCHOR FOR COVERED PORCHES v
SUBFLOOR SUBFLOOR 1ST.FLOOR PLATE 1ST.FLOOR PLATE
RIM BOARD RIM BOARD SUBFLOOR SUBFLOOR KING STUDS
USP KLFTA USP RS250 AT 36" USP RS250 AT 36" USP RS250 AT 16"
RIDGE RIM BOARD RIM BOARD STUD
1ST. FLOOR TOP PLATES 1 ST. FLOOR TOP PLATES
DOUBLE SILL PLATE ;.• POST
RAFTER DOUBLE SILL PLATE USP MP6F HEADER nn//
• • 1�
USP RS250 AT 21 1ST FLOOR WALL STUD 1ST FLOOR WALL STUD FOUNDATION WALL FOUNDATION WALL USP RT3
'. „�'. .r'. USP PAU
A • A .
USP LS OR TMU IES t • '
'•• USP RS250 AT 12"
•'�''.' .. , ..,. P.C.FOOTING ',' .•
JACK STUDS
DRAWN: JOHN R.
SCALE.- NONE
A RAFTER/RIDGE/RAFTER W/O CT D FLOOR TO FLOOR D FLOOR TO FLOOR E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL rG POST ANCHORS FORDECKs C HEADER/STUD HEADER/JACK JOB #: 104
DATE: 2-2-1-2006
SHEET NUMBER:
10 0E- 11
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Q °
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS o
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,
4"MAX. z
4"MAX. 0
4"DIA.MAXIMUM ts)
4"DIA.MAXIMUM POST
GIROER/HEADER
°
M PO)-`T/COLUMN V ° °
12"x12"x12" V" V �� V
z CONCRETE FOOTING I A
c (A A
L V \ V 1
V V A i
v v
ir
M
DECK POST FTG. CONNECTION
DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION
POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING
STAIR RAILING USE MIN. (2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING
1-1/2"SPACE
MINIMUM
l
HANDRAILS GIRDER L '
POST GIRDER/HEADER C �.
V I
V V
RIM/DECK JOIST CONCRETE PIE r '�A
IA- ° O — >
BALUSTERS POST/C.vi�.UMN �--
LL X z r
OPEN BALUSTER ATTACHED TO WALL
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HANDRAIL CONNECTION ILI
ILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION
ALL HANDRA IL r z
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION O
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS
C (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL � Q
PROVIDE EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER O
lL
FLASHING TUCKED UNDER
TOP PIECE OF SIDING AND �—
LAPPED OVER FIRST CONTIN.
GIRDER/HEADER
PIECE OF SIDING BELOW UNDISTURBED SOIL
O
1/2"DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON Z
CONNECTED TO BLDG. @16"OC UNDISTURBED SOIL(ORGANICS REMOVED)
LEVEL BASE
FIT CONSTRUCTION TUBE AND F'-i',MB
STAIR TREAD POST/COLUMN ° BRACE TUBE
o o /'•I•�`� FILL AS PER MANUFACTURES'IN'TRUCTIONS
t
RIM BOARD F!O�-)1 .FRAMING — — — —
2x JOISTS III=III=111= — — =III=III-
,;,III, III , ,III, ,III ,;,III III, ,III, ,III, ,II
STRINGER BLOCKING OR
JOIST HANGER
POST-TO-GIRDER/HEADER CONNECTION LAG F,-,'LjS % o �—
Z
LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/IBD. D'" n
4x4 SOLID COLUMN PBS44/PBSE44 I KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �° DISTURBED / POOR SOIL
CK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR GRAVEL
STRINGER TO DE HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR IAPPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND V
LAY PLASTIC BASE ON COMPACTED GRAVEL
LEVEL BASE I—
FIT CONSTRUCTION TUBE AND PLUMB
RACETUBE
T-M \ FILL AS PER MANUFACTURES'INSTRUCTIONS
lu
LU
PIR I
III II, ,III IIIIII II z
WOOD JOISTf � O z 1 \
WOOD JOIST JOIST BLOCKING; CONIC. PIER FOOTING 7
BIGFOOT SYSTEMS FOOTING FORM OiY Q l
IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN V
GIRDER/HEADER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS �- Q Il U
WOOD GIRDERAT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT
WOOD JOIST GIRDER/HEADER PRESCRIBED IN THE CODE.
THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT
ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT
FLUSH JOISTS WITH HEADERIGIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-5495AND SUBJECT TO THE CONDITIONS THEREIN. —
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADERIGIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND }
THE PROPER STEEL CONNECTOR. USE WITH RT10 TYDOWN ANCHORS
IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION JUSPNUMBERI DESCRIPTION APPLICATION U-I
TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR ICONNECT TO EACH JOIST
m
41_J
DECK & PORCH NOTES: NAILING SCHEDULE
1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES
All fasteners,hangers and anchors to be galvinized or stainless steel.
JOIST T0: PER TOE
SILL,TOP PLATE OR GIRDER
2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. 4-8d COMMON
JOIST NAIL
Girders on concrete piers shall be anchored with proper steel connectors anchored CLIMATIC & GEOGRAPHIC DESYGN CRITERIA BRIDGING 2-8d COMMON EACH TOE
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. TO JOIST
GROUND WIND SEISMIC FROST WINTER ICESHIELD END NAIL
3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. SNOW SPEED DESIGN WEATHERING LINE TERMITE DEECAY DESIGN UNDERLAYMENT FLOOD BLOCKING EACH TOE ,; No , y® DRAWN: JOHN R.
Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shall TEMP. REQUIRED HAZARDS 2-8d COMMON
LOAD (MPH) CATEGORY DEPTH TO JOIST END NAIL e
be aft.below grade. BLOCKING TO: EACH TOE %`d°`�G"'` r�°*� SGL�: NONE
45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3-16d COMMON f,ti /I * JOB #: 104
TO HEAVY MOOERATE SILL OR TOP PLATE BLOCK NAIL `'
4). Deck joists to have blocking at 80 o.c.. y CH FACE u'1.� w DATE: 2-2'7-2006
LEDGER STRIP EA
TO BEAM 3-16d COMMON JOIST NAIL Zt
5).A minimum of 10 inch flashing shall be installed between the building and ledger.
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOIST ON LEDGER 3-Sd COMMON cs PER TOE -" � � SHEET NUMBER:
TO BEAM JOIST NAIL e�� : 1V
at 16"o.c.
BAND JOIST PER END pR�Fl��soC l
6).Concrete piers shall be a minimum 6"above grade. TO JOIST 3-16d COMMON JOIST NAIL
BAND JOIST TO: PER �j V
7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored SILL OR TOP PLATE 2-16d COMMON FOOT TOE NAIL / f
to girder(s). A D
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